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HomeMy WebLinkAboutSet-Up Manual AddendumSET -=UP MANUAL ADDENDUM 10\00 a d r�®`� ❑ter❑ JACOBSEN HOMES' 600 PACKARD COURT SAFETY HARBOR, FLORIDA (727) 726-1138 NOTICE These specifications and drawings are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific. purposes and must be kept confidential and secret from others. REV 01/10 ALL HOMES'SET IN FLORIDA MUST COMPLY WITH DMV RULE 15C EFFECTIVE MARCH 29,1999 For information on 15C contact the Department of Motor Vehicles 850-413- 7 600 I NOTES: ADDENDUM EXTERIOR HEATING/COOLING DUCT DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE A MINIMUM R-VALUE OF B. ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE OF R=8.0, NTH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN I PERM. WHERE EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT NTH THE GROUND. /DUCT SUPPLY OR RETURN DOLING -y SSOVER USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS. DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT. USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT PATH THE GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND SUPPORT. OARA APPROVAL 'PROVED BY "1 5sffi INC NOTICE DRAYM BY. DATE REV. LETTER: JACOBSEN HOMES THESE SPEOrItAYM AND DRAWINGS ARE C.L.Y. 5-30-95 ORIGINAL PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: P.O. BOX 368 MAYMMF1i- Gf S Or JACOBSEN MANUEACAMC EXTERIOR A/C. DUCT SUYAMMS ARE PROVIDED TO THE SAFETY HARBOR. FLORIDA 34695 RECMT rut SPECFlC WOM AO MUST BE DRAWING NUMBER: PHONE (813) 726-1138 10T WfWTIAL AIO SECRET fRW MOM AD-AC-0001 . . 2 ADDENDUM WHOLE HOUSE VENTILATION SYSTEM YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE- CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE CONTROL OF WHEN AND HOW THIS SYSTEM IS USED. YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DISCONTImUE USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN. NOTICE TO HOMEOWNER Whole house ventilation switch You will be able to locate the switch that controls this fan by locating the switch that is labeled -WHOLE HOUSE VENTILATION. (See AD-AC-0100) NOTES- DAM APPROVAL• APPROVED BY I% I" SO "; 1�1 1'41NC. NOTICEC.L.Y. 9-23-95 : DRAMJ BY: DALE: REV. LETTE JACOBSEN HOMESntEsE SKOnCAR TMS AND DRAVMM AM a MAL FROPKTARY. AND 0MOMO MAL ORAVMG 11M B P.O. BOX 368 MAIERIAL6 OP dt=N MANWAO1lAt C W.H. VENT. SYS. NC. SM MAIEPULS ARE PROYALD TO n¢ SAFETY HARBOR. FLORIDA 34695 REOPat rat SKCM PUNOSCS AND Ws1 K GRAMNG NUMBER - Opp PHONE (813) 726-1138 10T CWMTL L AND 100 AM M OrAn AD—AC--0100 3 ADDENDUM MULTI -WIDE UNIT WALL FASTENING ENDWALL NDS01 1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF EXTERIOR WALLS. .131- X 3 1/27 MIN. NAILS 8. O.C. MAX. SPACING, STAGGERED FROM SIDE TO SIDE (TOE -NAILED). MARRIAGE LINE S Z� ob John C. Doeden, P1 IC2 Engineering. Ina APPROVED RY �ON Revised May 24,2006 INC. ceoewK wmuc�nueto �e crosr &o slew STAmu os JACOBSEN HOMES LYMEJ P.a Box ace >m pm=� mum wic ��#^" wumu v mam w�►weluap °""�' "r M.T. �"� 05-22-06 "` "`�" B MANS PL M/W WALL FASTENING SAFETY HARBOR, PLOWA 34695 W. „o KAIMU „IE � 101K �rt is SM sass NO WO K 0RAWC MIA�BER PHONE (013) 726-1138 K" COMM No =U 901 GKK AD-FA-0010 5 ADDENDUM MULTI —WIDE ROOF FASTENING CENTER LINE OR MATING ! UNE OF TRIPLE WOE UNITS 30 "GA. GALV. STEEL STRIP I SECURED VMITH 7/16' X 16 GA. STAPLES FULL AlON INTO DECKING (SEE CHART ON FA-0001 MAX. SPACING). Of 30 GA. GALV. STEEL STRIP -B' X LENGTH OF ROOF (SECTIDNS MAY BE OVERLAPPED 2' MIN.) W/STAPUES AS SHOYIN. INSTALL ROOF CAP PER SET- UP MAN. OVER GAL STRIP. 00 (30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM -LAG SCREW SE? BACKS ROOF IN ORIGINAL CONDITION, FOR TRIPLE WMDES FOR DOUBLE lHOES EXCEPT FOR STAPLE HOLES) PLAN MEW 1 234' 31C X 5' LAG SCREWS ..LAG SCREW ME RACKS TRIPLE VIDE ROOF LIN _ (2 1/4' SMOOTH SHANK) FOR DOUBLE WIDES 000 INSTALL LAG SCREWS SEE CHART ON AD-FA-1 FOR TRIPLE WIDES AT A 45' JINGLE I - FOR MAXIMUM SPACING STAGGERm 2 1 4 2 3 4' � 1/4- TO 3/4- LAqP ROOF PERIMETER RAIL.-y OR RIDGE BEAM (FOR ROM BEAMS SEE NOTE 14) NDS01 (ALL 201NES) (ALL EXPOSURES) FOR GAPS IN ROOF SYSTEMS J INSTALL WOOD SHIM AT ALL LAG TO 1/2% WCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION LAG LENGTH 1 1/2% TK21T. (SEE NOTE 2) CROSS—SEC11ON (W/GAP) C wA si 0 - 91.07 NQgs DNp W APPROVAL DAPIA APPROVAL L 2 I/C WL P016RAAON INTO IECUmN Y IS RE WO FOR LAG SCREWL 2 WOOD SKINS TO BE RIPPED FROM SPF P UK OR KIIER APPROVED BY (r x r x CAP M�TM YK 3� ON 0® OR PLYNOCD YAY U5ID F 1HOQIE35 EQUAlS GAP MDTN-4' X 6' MR S1Itj 3. SEE OM DETAXtS RR OOYPlT1WG ROOF CMR S / ! 11 24 , 2006 2 A Revised 4. WINDII INSTALLING A LAG MTO KM A RIDGE FRSr-m 3/V ,)ails C. n. P.L. IN A MEARANCE IIX2i 11XR000L THE F1RST RIDGE WA SE A 1/4' HOLE M UGH TIE K2 Engk-,eern fa, Inc . FEDERAL MA11OfACTUREO Monk RECIAM RIDGE ISM FOR M THREADED POR OF LAG SCTIEx MN DNS ARE CONSTRUCTION AND SAFETY STANDARDS Po4 i/M LAG WREVIS OILY. IN S Itle YAM" SIOML HOW. Enm JACOBSEN H MES >HM 3MCMIM NO INATMLS Ali DRAW BY.' M.T. DAMMY.MY.` O KKU. PAO wwr. A+o OOIfamm RA. DRAwa ARE wIMALS W uaa M wMFACRFad \�F P.O. Box uc xuol wiouks AK nnlcm to TIC ROOF FASTENING S;AFt IY HARBOR. FLOORIRI D I 93 MAW I= FMM ROM Me Mai ME CRAVING MAMt PHONE (613) 72e-tt I�r cwmfu . no =0 nm onols AD-FA-0020 6 METAL ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIEW 29 GA. MIN. GALV. STEEL RIDGE CAP COHERING LENGTH OF ROOF (MIN. Y OVERLAP AT SEAM) SECURED WITH #8 X 7/1V HEAD X f FULLY THREADED SCREW AT EVERY RIB (AND ON BOTH SIDES OF RIB WINN END ZONE) 1 1 1 ASPHALT IMPREGNATED SEALER STRIP BETWEEN RIBS i OR CLOSURE STRIP RUNNING 1 ENTIRE LENGTH OF ROOF 1 1 1 1 1 Ref: EX-13-0051 and AD-FA-0020 NDS01 (ALL ZONES) (ALL EXPOSURES) I I I I I I , m CENTER OR MATING LINE I .I • �8 X 7/16' HEAD X Y j El1LLY THREADED SCREW (NO MORE THAN 12' O.C.) I I Ic d 1 LIJ 1 1 8 m 1 � 1 ■ 1 1 1 METAL ROOF PANELS STOP APP. -r FROM CENTER LINE "'-30 GA. GALV. STEEL STRIP 5' X LENGTH OF ROOF (SEE AD—FA-00Z0) SEWRED WITH 7/IV X 16 GA. STAPLES FIAT PENETRATION INTO DEMING (SEE CHART ON AD—FA—OOD1 MAX SPACING) 1. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY 2. STANDARD 7/16- O.S.B. (24/16 INDEX) ROOF SHEATHING. , 3. METAL PANELS ARE 29 GA. MIN. STEEL WITH V O.C. RIBS. V 7 Sep 10,2008 4. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND -Q©0(T'jZ4-,, IF. _ . INC. TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN FEDERAL MANUFACTURED HOME ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE g, InG CONSTRUCTION AND SAFETY srANDaaos SCREW (DO NOT REMOVE OVER DRIVEN SCREWS) JACOBSEN HOMES >� �► D.1�.T: DAMOs-25-oa ' 'E"� pom me AID cmf mw. mAv" ME fuIRM Or1 ACRM METAL ROOF RIDGE CAP — P.0 BOX 368 W. SM YA1MU AM TOM 1011E PH� 7 138 IOPf em ICNm AID mw f 01 OmDi16 IIY�i NIA�]t AD-FA-OD21 7 ADDENDUM MULTI -WIDE. ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING (SEE AD-FA-0020) • 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES - LOW SIDE NOTES: 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). 6" STRIP ROOFING CEMENT REQUIRED OVER EDGES - HIGH SIDE 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT (2 BEADS REQ'D HIGH SIDE 1 BEAD RECOMMENDED ON THE LOW SIDE) DAPIA APPROVAL BY 1 JUN 1 5 W5 1IM INC. olm"smms1Alom NOTICE: DRAWN BY: . DAIE: REV. LETTER: JACOBSEN HOMES THESE SPEonC1TIONS AHD DRAWXGS AM C.L.Y. 6-5-95 CICONAL. PROPME74M AND CONFlO U& DRAWING 71U- MATERIALS OF JACOBSEN MANUFAC7"G M/W ROOF SEALING P.O. BOX 368 INC. S" MATERPLS ARE PRO = TO THE SAFETY HARBOR, FLORIDA 34695 RT"a FOR gum RIIP =Ate Mw BE DRAWING NUMBER: PHONE (813) 726-1138 I¢PT CCf wnAL AND Mau IROI OTHm AD-FA-0026 i SHIPPED LOOSE HEARTH EXTENSIONS REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA INSPECT THE METAL FIASIUNG N THE HEARTH AREA TO INSURE THAT IT HAS BEEN INSTALLED (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE AREA BETWEEN THE FIREPLACE AND THE HEARTH). LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE N THE HOME) AND INSTAL FOLLOWING THESE STEPS A. CAREFULLY PLACE THE HEARTH EXTENSION N THE PROPER LOCATION IN FRONT OF THE FIREPLACE ASSEMBLY. B. SEGIHE THE HEARTH EXTENSION TO THE FLOOR W/ 4 jB = 2' WOOD SCREIYS C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION KITH A NON-COMBUSTABLE CALRMG OR MORTAR. D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. TILE SURROUND TYP. (MAY BE SHIPPED 1. A TYPICAL ILE FRONT FIREPLACE IS APPLIES TO ALL FACTORY INSTALLED GYPSUM, TILE, STUCCO, ETC... MAY E OF FIREPLACE SURROUND SHOWN AB iOWN, HOWEVER THIS DETAIL REPLACES. (STONE, WOOD, USED IN LIEU OF THE TYPE JACOBSEN HOI ®, P.O. BOX 368 SAFETY HARBOR, FLORIDA 3 PHONE (813) 726-1138 NOMCD THESE SP CIMTION5 AND ORAIYNGS ARE aEGNAL. PROMTARY. AND CONFTO TK YATMALS OF JACOBSEN YANMACTIitING INC. SUCH MATERIALS ARE PROW TO THE RLOPENT fat 91m PUrm ND WST BE IVT CONFWTUL NO SEaET TROY OTHERS TYPICAL WALL WOOD TRIM FACTORY INSTALLED FLASHING DAPIA APPROVED BY 2 8N114T395 INC n0(ML uWAMm mm CD61ALC cw NOwm m&ax BY.. DATE REV. LETTER C.L.Y. 6-16-95 I -._..._.- ­ _ SHIP -LOOSE HEARTH ORAMNG NUMBER AD-FP-0001 10 SMOKE ALARM ADDENDUM Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there, contact Jacobsen Homes and one will be sent to you. NOTICE TO DEALER AND SET-UP PERSONNEL This home is equipped with a smoke alarm system and must be tested in accordance with the smoke alarm user's manual after the home is completely set-up and all the electrical connections are done. NOTICE TO CUSTOMER Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar with the locations and operation, and learn how the alarms can be silenced once they have sounded and be familiar with its use. This is a very important safety device installed for your protection. Be sure that it is kept in A-1 working condition by testing if frequently in accordance with the manufacturer's instructions. The alarms operate on household current, and have battery backups. Its purpose is to provide early warning in case of a fire. Again we stress the importance of keeping your smoke alarms in proper working order. TESTING SMOKE ALARM Test smoke alarms after home has been set-up completely. To test the smoke alarm, press and hold the test button on the cover of the unit, until the alarm sounds. All smoke alarms should sound alarms. If all units do not alarm, replace units immediately. This test should be given to all smoke alarms individually. APPROVED BY QEV. 0 000or 9iAR 25 20 INC FEDERAL 61ANUFACTUREO HOME CONSTRUCTION AND SAFETY STANDAHUS SET-UP MANUAL ADDENDUM AD-FS-000I -A TRUSS SHEATHING APPROVED EY lN'f I INC. FEDERAL MANUFACTURED HOME W NSTRUCTIDN AND SAFETY STANDARDS D' ALER (SET-UP) INSTALLED PLYWOOD FOR SHEATHED TRUSSES HINGED TRUSS - NOTE: HOLES TO BE C T IN SHEATHING TO ALLOW OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS FACTORY INSTALLED �LYWOOD FOR SHEATHED TRUSSES L SIDEWALL \\ \\ \ \\ \\ \ \ MARRIAGE WALL 3/8' WIN. APA OR TECO RATED SHEATHING APPLIED TO ROOF TRUSSES LOCATED DIRECTLY ABOVE SIiEARWALLS (APPLICABLE TO ALL %EARWALLS) \ \ \ \\ \\ \ \\ \\ \ PENETRATIONS OF THE SHEATHING ON THE TRUSSES) FOR T:IE OVERHANG OUTLOOKERS (PURUNS), Arne VENT TION. ANY 3/8' SHEATHING TO BE INSTALLED ON -SITE. OPENINGS IN TRUSS SHEATHING AIAY BE LOCATED AT LOCATION ALONG THE LENGTH OF THE TRUSS. WINDZONE III (18' X 16 I/2' MAXIMUM SINGLE OPENING SIZE IN TRU i SHEATHING) (110 MPH) ALL EXPOSURES NOTES: ENGINEER APPROVAL: DAPIA APPROVAL- 1. 3/5' MIN. RATED SHEATHING FASTENED TO ROOF TRUSS MATH 7/I5' X 1 1/2' X 16 CA. MIN. STAPLES 1 1/4' C.C. AT PANEL EDGES AND 3• D.C. AT ALL FRAMING MEMBERS. (NO GLUE REOUTIO) APPROVED BY KAT 1 a i4Meek S INC. kh-. FEDERAL MANUFiACTURED HDME CFISTRUCTFDN AND SAFETY STANDARDS z JACOBSEN HOMES NOTICE: THESE DRAW BY: R.R. DATE 4-27-98 REV. LETTER: ■ P.O. BOX 368 SPECIFICATIONS AND DRAWINGS ARE DRIGINAI. PRDPRWTARY, AND CMIDENDAL MAKRIALS OF ,IACOSSEN MANUFACTURING INC. TRUSS SHEATHING ` DRAWING TITLE SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 SICH MATERIALS ARE PROVWD TO THE RECF"T FOR TFCM RAd'OSES AM MST BE DRAWING NUMBER: XEPT coNnDEN11AL AND SECRET FRDM DINERS. AD—HR-0001 12 HINGED ROOF DETAIL HINGED ROOF IN SET—UP POSITION NDSOI NOTES: I. BRACE NO MW SCIN N X BI= Fa6itgl IMSE S1416?IC rsM Km Pam Km Pdm IINflD 101C_ roar �o � lid ��pRao�rosrlaat. poir�000saawas:w:r cwn REF. CALL. PG. C-RF- 223.0 - 223.6 John C. Doedw, Rk. IK2 Engme*rinq, Inc APPROVED BY, PEJUnRevised 06,2006 W. MKI JACOBSEN HOMES ��� :e � WAWA. MWKM AA mna K MAIUM W MCCO 1 YANiAtT11�IC Qmml o.A. QARi 06-02—M RR mium a� »M- HJNGED ROOF DETAIL PA. BOX See W. sm YAmm me fm � A S aMMNC Muime 34695 SAFETY ANONE13 prt mum a s � 72�A38 GmFmonft AD—HR-0002 . 13 HINGED ROOF DETAIL UNOERlAYMENT TO BE CLUED 3' MIN. CH BOTH SECTIONS OF HINGE ROOF. FOR WIND ZONES 2 AND 3. RAISE EX ED SHINGLE AND UNDERLAIIMENT MID AND A MIN. I1r WIDTH OF ROOFING -CEMENT TO 70P OF LA SHINGLE ROW ON FIXED ROOF SECTION. (THIS IS TO BE DONE BEFORE RAISING HINGED ROOF SECTION.) SHINGLE AND UNOERLAYMENT CEMENTING AT HINGED AREA ATTACH 2% 6 X B' BLOCK BEHIND 2 X 6 OVERHANG ASCIA BOARDS AND SECURE WITH APPROVED BY 3-0 X Y WOW SCREWS EACH SIDE bF GAP. Revised Nov ' 30,2006 II V�. �n� FEDERAL YANUFACfUAE)HOME Q CONSTRUCTION AND SAFETY STANDARDS BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS WINDZONE 11 (110 MPH) ALL EXPOSURES NOTES: DIGIREFR APPROVAL• DAPUI APPROVAL: I. PACE R ED ROOF SEC110H IN THE RINSED P097KN BEFORE SOLING HINGED KING POSTS Nld POSRIIGN +_ I > John C. Doec W P� K2 End * M NonJACOBSEN HOMES Tax dPE mum Am WAWW AK oRa BrD.T. °ATE 10-02-06 ItEv' ` ORION.A+. Ago a nK DRAIN nnE ' HINGED ROOF DET& A P.0. 00R J68 W.WS"dACCQ411 YANIN•A TOO W. 9101 MATi1RM,s AK NU)UOED 1D 71[ SAF PHOME 60R; 726-111B4693 W" ads aTa one ow � mm DRAT Rc tu►,�ER AD—HR-0003 14 SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION INSTALL ON SITE 15j FELT WITH A 6' MIN. OVERLAP ONTO FAIN ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2 ECE SHINGLE CONTINUE 15# FELT TO ROOF PEAK — x UNEDERLAYIMENT .... 2' MIN. OVERLAP (TYP.) c 6' MIN. TAR AS SHOWN a .(APPLIED ON SITE) z I ::::::::::::::.::: z SEE NOTE #3: ...:.... . ..... _ z I I ... —E r� r, . ♦ . cn 3' MW. _. '—� SEE DETAIL � I � I i I � I � I i I ..•..•.�.� c� 1 I I I I I l I 1 I 1 1 SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON SITE WITH-6 STAPLES (1' X 3/4' X 16 GA OR ROOFING NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND CONTINUE TO PEAK. REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION AND BEFORE INSTAWNG THE 151 FELT AND SHINGLES. DETAIL A NOTES 1. CEMENTING OF 15i FELT IS NOT REQUIRED IN ANY AREA EXCEPT EVE NOTED. 2. FASTENING OF 15/ FELT IS NOT REOIARED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) - 0 3. EXTEND THE. FIRST LAYER OF ON SITE 15111 FELT ONTO THE FIXED ROOF A MILL OF 6' AND UNDER THE LAST COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6' MN. OVERLAP ONTO THE FDED ROOF. 4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS' AD-HR-0001 (WITH SPECIFIC END PANEL LAYOUT). AD-HR-ODO. AD-HR-0003, AND AD-HR-0004. WINDZONE III (110 MPH) ALL EXPOSURES AVROVED BY PINC. SF-' I 1 ; MANUFACTURED HOME C1NTN AND SAFETY STANDARUS NO7I= M.T. - — 9-20-03 - - -- JACOBSEN HOMES T&W Tm Am mwm ME WGUL PROPWMY, AND Ct)OMEN11AL DRANINC TITLE: SHINGLE AND UNDERLAYIEHT _ MATEFULS Gr ACoM MAaUFAC LWW APPLICATION ON HINGED SECTION m1mor P.O. Box 30 Plc SIOI MAIM" AK FRDVM 10 THE SAFETY HARBOR FLORIDA 34695 mmw Fa vWX Mr= MO KW K' DRAWING NUMBEP- PHONE (813) 726-1138 mar avFOF IM AND =W R M O N K AD—HR-0005 15 PEAK INSTALLATION DETAILS SECURE ROOF PEAK ASSEMBLIES TO — HINGED RAFTER WITH #8 X 4" SCREWS, 6-1/2" O.C. MAX DECKING 0 RIDGE BLOCK ASSEMBLIES \ FASTENED WITH (6) 7/16" X 1 1/2" X 16 GA. STAPLES INTO EACH 16' O.C. RAFTER AND 3 1/2" O.C� MAX. INTO 2 X 4 RAIL (TYPICAL BOTH SIDES) I , SEE AD-HR-0002 FOR ASSEMBLY DETAILS. ALL VANDZONES 91 EXPOSURES 20 PSF ROOF 10 PSF D.L NDSOt CAM CRC - 167.01 - 167.02 NOTES: ENGt•EUI APPROVAL DAPIA APPROVAL — I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAY1ENT AND SINGLES. APPROVED BY -:7 0" ONO Revised 4 4 04 gun09,2006 pi N C Jahn L. Dor-owl, F.E. . renewu PAN* �u .92 EA ring, irlc ��,��►�.� s.rn. sr..n.nos JACOBSEN HOMES P:a sox 366 NOTICE TWSE MCF1 A"NS AM MAwms ARC MGMM. PRaDAauRr. 00 eoWM"4- 1/7OKS a "MM� DRAWN eY. O.A. DA1L• 06-06-06 R[V. IETA7i A • DRAWING lIlW PEAK INSTALLATION OETAILs SAFETY HARBORS FLORIDA 34695 PHONE (727) 726-1138 MCPU rat VEMC MOSES NO WAY K wr amman K wo MW rwor onus DRAWING M UB AD—HR-0006 16 SHINGLE/UNDERLAYMENT INSTALLATION SITE INSTALLED SHINGLES (USING THE = 6 FASTENER METHOD) AND CAP INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS. — —.r lrl nr r -^ re TA SHINGLE INSTALLATION INSTALL FIRST LAYER OF 151 FELT INSTALL TOP LAYER OF 15J FELT IN ROOF I A MIN. WIDTH OF TO ROOF PATH A 6' MIN. WIDTH OF ROOF CEMENT AT EACH END TO ROOF CEMENT AT EACH END TO ROOF DECK AND/OR EIaSTING ROOF DECK EIOSTING FELT AS SHOWN. FELT ASS SHOWN. NOTES: SEE OTTER DETAILS FOR STE INSTALLED ROOF PEAK UNDERLAYMENT INSTALLATION DAPIA AP ROVED BY 0.0MUZZ: AUG 0 INC. )HOW NOTICE DRAM BY: DALE REM. LETTER JACOBSEN HOMES nm9E�16 UO DAB AK f�l•T. 7-28-04 W4WAL PRWKTANT. NO CoVWI K DRATNNG TITLE: YAIEWa OF dAC089:TI MAMiACTU" S jINGLEAJNDERLAYMENT INSTALLATION „ P.O. BOX 368 W SimYAmWa AK PR01QD TO K SAFETY HARBOR. FLORIDA 34695 Ff"I UP 9M W00 ND EM K DRANWG NUMBER: PHONE (727) 726-1138 oel Ca MrJL NO YCKI FEN oKRL AD—HR—OW7 ADDENDUM . SHIP -LOOSE PLUMBING SUPPORT 1. PIPE CLEANER AND GLUE BY THE MANUFACTURER I 2. 48` O.C. MAX. SUPPORT FASTEN TO FLOOR FRALIING MEMBER W/ STAPLE OR NAL VN11 BAKE STRAP VRAPPEV AROUND PIPE AND FASIM TO FLOOR FRAYING. A GRADE OF NOT LESS THAN 1/1' PER FOOT MUST BE MAINTAINED TOWARD THE DRAIN OUTLET. W#RE THIS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8' PER FOOT MAY BE USED WHEN A FULL 91E CLEANOUT S NSTA LED AT THE UPPER END. END VIEW OF DRAIN PIPWG 11L ALSO BE SUPPLIED PLUMBING CONNECTIONS. JACOBSEN HOMES HSESKCM?44ICE MMAMCSAM. auexeY. R.R. CAn: 7-17-97 KV. LerhFt: MORMAM "t01a1°'YNO DRAMIC nAE PLUM,.ING SUPPORT P.O. eex 368 I W_ 9MS A UU ARE Y/J/0.�A 1=0 O „ SAFETY HARBOR. FLORtDA' 3�695 RtrQrt FCR W= rarM pp rustIE P"mc (et]) 726—II I a art cam o�mu 00 Kau "tv cn�s piANNG NU119EH AD—PL-000I 18 NOTES: OPEN PORCH RAILINGS) IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR OR GENERAL CONTRACTOR ON SITE TO INSURE THAT THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION. PPROVED BY INC. D ROME ,1YSTANOAROS NOurtn�m JACOBSEN HOMESr.�ci�cn. THESE SPEdFiCAnaeS AND oRAwNfS ARE M.T.al•T. 3-30-05 ORIGNAL. PRMOARY, AND CWIOENnN. DRAWING TITLE: P.O. BOX 368 INt SUW „A`�,;LS � MO �" C OPEN PORCH RAILING(S) SAFETY HARBOR. FLORIDA 34695 REUMT FOR VEORC P1IRPOSES AM AST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT C@DWTK AND SEOV FROM ORERA AD—PO-0001 19 ON SITE PITCHED ROOF DETAILS IMPORTANT NOTICE THE ON SITE PITCHED ROOF INSTALLATION (INCLUDING SHINGLES AND CAP) MUST BE COMPLETED WITHIN 60 DAYS OF DELIVERY TO THE HOME SITE. FOR ATTACHMENT OF ALL VENTING (INCLUDES 12 EXHAUST k ROOF), SOLAR TUBES AND PLUMBING 4 VENTS SEE AD—PR-7007 k 7009. MAX. RIOOF SLOPE FOR ROOF DECKING DETAILS SEE AD-PR-7004. FOR ATTACHMENT OF PITCHED RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE AD—PR-7002 SEE AD—PR-7008 SHIP THIS SEC. LOOSE -- — � — — —(SITE INSTALLED) — — — FOR OVERHANGS SEE AD—PR-7003. FACTORY INSTALLED RAFTERS I (CENTER SECTION) REMOVE ALL FACTORY INSTALLED FOR ROOF VENTING BOTH FACTORY J POLYVINYL BEFORE INSTALLINGI THE AND ON SITE SEE AD—PR-7005 do 7006 ON SITE PITCHED ROOF RAFTERS CENTER SECTION OF TRIPLE WIDE TYPI iL TRIPLE WIDE HOME REF. PG. IW-07-0011 I WITF -SITE INSTALLED PITCHED FOR FASTENING C ATER SECTION RAFTERS NOTES: DAPIA APPROVED BY Revised Oct 25,2007 ON INS. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS NOTICE DRAWN BY: DATE: REV. LETTER: JACOBSEN HOMES nm sK�� Am oRAvmm ARE O.A. 10-24-07 minORIGINAL, I PROMUMY, AM CORRMnAL OF JACOBSEN MANUFACTUR@IG DRAWING TITLE: ON SITE PITCHED ROOF DETAILS B „MATERIALS 13 P.O. BOX 368 INC SUCH MATMALS ARE PRo>nm TO IK SAFETY HARBOR, FLORIDA 34695 ® PHONE (727) 726-1138 � AUOP T FOR 9EalG PURPOSES AM MUST BE IVT coRTMVIAL NO SECRET"OTHM DRAWING NUMBER: AD—PR-7001 20 ROOF. TO ROOF ATTACHMENT SECURE STE INSTALLED ROOF DECKING SITE INSTALLED 7/16- MIN. ROOF WITH 7/16- X 1 1/2- X 16 GA. STAPLES DECKING SECURED WITH 7/16- X 1 1/2' (12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES. 2' O.C. MAX. TO EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER. SEE DETAIL 'A' SEE NOTE jn 11' MIN. SITE INSTALLED DECKING OVERLAP FACTORY INSTALLED ROOF DECKING ' SITE INSTALLED RAFTER TO ALIGN WITH _ IL RAFTER BELOW FACTORY INSTA : ED i/ AlSEE NOTE /2 J. EBE E RIDGE �4�� IS 18- MIN. NOTEDECKING Wl CROSS-SECTION REF. PG. RC-07-0044 FACTORY INSTALLED RAFTER (CENTER SECTION) NIHDZONE' d ALL EXAOSURES (110 MPH) 20 PSF ROOF 10 PSF D.L. NDS01 - C-FS3 - 88.01 rTo'r>;s: DICHM APPROVAL: DAPIA APMOW 1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WITH 2-110 X 4 1/2' SCREWS AT EACH RAFTER END. SITE APPROVED BY INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY INSTALLED RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.) Jun 09,2006 2. ATTACH HATE LIE RAFTER RAILS (OR RIDGE BEAMS) WITH j10 X 4 1/2- SCREWS 9' O.C. MAX SPACING, b Q 1 SEE AD-FA-0020 FOR GAP TREATMENT BETVIEEII SECTIONS. idoh 1 C. 06t�f1,"6FEGERKrAN�w ACTu INC. K2 Enginwrft, Inc. CONSMIXIMONANOSWEIVSTANOAAOS Won= DRAIN BT: DALE: EBtl 1ETnR JAC OBS EN HOMES TIESE VEOTt9 MO AM CRAWO #A O.A.06-02-06 ao^' rAwffiEl n. Am oow►odn' ONAriII(i n1RE: P.O. BW 30 NAMMS W AAEA MANWACRWAW ROOF TO ROOF ATTACHMENT SAFETY HARBOR. FLORIDA 34695 � � 1 P�AK � PROM MAI E DRAWM HLAWR PHONE (727) 726-1138 IRSR 0a wmL ao Oxf Eaw O/OL AD-PR-7002 21 RAFTER TOP -!C END ZONE RAFTER.ZOVERHANG ASSEMBLY ALT. CONSTR. RAFTERS 2 X 6 OUTLOOKER 19' O.C. MAX. BETWEEN OUTLOOKERS Qc a. 2 X 6 OVERHANG FASCIA THIS TRUSS INSTALLED ON SITE BOTTOM CHORD 160' ED END ZONE RAFTERS TYP. 16' O.C. 19.0 C M4j 48. 0 2 X 4 NAILING BLOCK (INSTALLED ON SITE) MIN. (3) .1310 X 3' NAILS FROM NAILING BLOCK INTO RIM PLATE OF ADJACENT SECTION OF UNIT, AND . MIN. (3) .1310 X 3' NAILS FASTENING FASCIA INTO END OF NAILING BLOCK 2 X s OUILOOKER �ALL S SEE CHART FOR FASTENING KERS MOWN ARE 2 x 6 5PF /3 FLAT f OUTLOOKER TO TOP CHORD MULTIPLE TRUSSES FASTENED TOGETHER W/MIN..131' X 3' NAILS OR MIN. 7/16' X 2 1/2' X 15 GA STAPLES 16' O.C. MAMMUM INTO TOP do BOTTOM CHORDS ONLY. 2 X 6 FASCIA FASTENED TO OUTLOOKER J END ZONE ASSEMBLY '*— 2 X 6 OVERHANG FASCIA W/14N. (5) 7/16' X 2 1/2' X 15 GA. NOTE: STAPLES OR MIN. (3) .131- X- 3- NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) Muo m To BE SEC1l S M EACH TYPICAL AT ALL CENTER BRACES 1M of X DOME 1AUM LOCATED ( ) IN THE MOVE PER FASIM CHART. SINGLE TRUSS ONLY REO'D OUT3W OF 3 FT. AREA 5S MAY BE PLAM ON MO WE I NDSOI 1. ALL TRUSSES LOCATED WITHIN 360 OF THE END OF THE SECTION 70 BE DOUBLED. 2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING. 3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE FASTENED PER AD—PR-7002. TYP. OUTLOOKER FASTENING. FASTENERS aUANW.. PE?lElRATM J31 PD NAIL 5 1 1/2' 15 GA. - STAPLE a 1' :::] 18 San 2 1' (01C1.. TIP) OUILDOKF.R FASIENUM MAY BE MUD D WINDZONE 111 FROM TOP CHORD DOW F PEIM11ON ALL EXPOSURES Mp, (110 MPH) 20 PSF ROOF 10 PSF D.L. C—RC-197.01-197.02 John C. DoEden, K2 Engineclirlg; Inc. APPROVED BY 0 N 00oA Feb 05,2008 INC. FEDERAL MNVUFACFURED HOME CONSiPIIC�ION AHD SAFETY STAlmmDS JACOBSEN HOMES P.O.c—mWil Box 3sa NOTica TIESESFECrt1G1TION =DUMM ME �A1. rmrw 11 ND CQ.OQIML WUAURS OF d1ACM UNWACIUAIJ6 DHAHN DTt O.A. DALE 1-29-08• REY. IEfiEI� A DRAWING 7ME-- END ZONE RAPIER/OVERHANG ASSEMBLY W, SUM MAIU14S AK pRGvw m SAFETY HARBOR. FLORIDA 34695 WENT FOR SPM FiRPW ND msF ME DRAW C NUMBER: PHONE (727) 726-1138 MY COiLOFOAI ND SEm FROM OTTERS AD_pR—PR 22 ON SITE PITCHED ROOF DECKING INSTALLATION TYP. ROOF FRAMING 16' ON CENTER I TRIPLE WIDE CENTER SECTION PEAK, SITE INSTALLED DECKING ON PITCHED NO BLOCKING REQUIRED TRUSS SECTION E DER OF AT CONTINUOUS PANEL eoTH OUT90E sEC1IONS nals (2 FULL ROWS OF SHEATHNG) / SEAMS BETWEEN TRUSSES SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE SITE INSTALLED PITCHED TRUSSES MIN. WDTH PER SHEATHING REQUIREMENT APA RATED ROOF DECKING (OR EQUAL) MANUF. INSTALLED DECKING TO HERE f� VANOZONE 01 ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF D.L NOTES: eN fflUX APMVAU UPM AMU"AL. 1. 1/r MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING PERPENDICULAR AND PARALLEL TO TRUSSES APPROVED BY 2. ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0 Revised N 14 SPAN RATED) DECKING (EQUAL OR BETTER). John C. Dd,ds". R* - Oet 29,2007 3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) 1MLL BE THE K2�fl� <cwiL�i� fitC• INC. SAME DECKING PATTERN. FEDERAL MANUFACTURED HOME 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2' X 15 CONSTRUCTION AND SAFETY STANDARDS GA. STAPLES AT 3' O/C EDGES AND FIELD JACOBSEN HOMES P.O. BOX 3N WETY "MDR. R.OMIM W95 PHONE (727) 726-113B um1m=DRAwam OINNAL. PROPftETARY. AID OWUNRAL fc s" " w ZN �"C KWR FDR YMFIo ITIV06t5 NO WM It OPT DDorm"L& Me amfROT Cram ` A"'tlT OA U"" 10-24-07 '� "'`���"` MAWS 71M ON SITE PITCHED ROOF DECKING INST. DRAWG NUIIBM AO—PR-7004 23 SITE INSTALLED PITCHED ROOF VENTING TYP. 50 SO. IN. ROOF VENTS (SEE AD-PR-7006 FOR QUANTITIES) TYP. 100 SO. IN. CUTOUTS FOR VENTILATION OF ROOF SECTION (SEE AD-PR-7006 FOR QUANTITIES) FLAT CENTER SECTION OF ROOF INSTALLED AT MANUFACTURER TYP. ROOF INSULATION J / CEILING PANEL—/ CENTER SECTION (FLAT TRUSS) MARRIAGE WALLS MARRIAGE WALLS FLAT CENTER SECTION NOTES: SITE INSTALLED CENTER SECTION OF ROOF DAPIA APPROVAL• APPROVED BY Revised Oct 25,2007 INC. MANUFACTURED HOME CTION AND SAFETY STANDARDS ❑❑ JACOBS EN HOMES C�ORIGNAL P.O. BOX 368 „ SAFETY HARBOR, FLORIDA 34695 ❑❑❑❑ PHONE (727) 726-1138 NOTICE: THESE DRAWINGS AND DRArARE PROMET RY. AM O0NFWTX YATERUQS OF JACOBSEN MANUFACIURM WC, „Amu An mm To THE RECMT FOR SPECIFIC PURPOSES A% YUST BE KEPT CMdMTK AM SECRET nN OTHIM DRAWN BY: O.A. DATE: 10-24-07 REV. LETTER DRAWING TITLE. SITE INSTALLED PITCHED ROOF VENTS DRAWING NUMBER, AD—PR-7005 24 ROOF VENTING rt MARRIAGE WALLS I I TV 100 SQ K CUTOM FOR t611LATKN OF ROOF SECTION r_ (SEE CHART FOR K.WKYENTS) 100 SQ. IN. CUTOUT VENT HOLES SECTION REQUIRED 1N FLAT ROOF (110) x SECTION LENG11t CUTOUT HOLES O TO IS -6' 1 15-6. 10 31'-3- 2 31•-3' TO +6 -Ur 3 W-10' 10 6 -6' 62'-6 ID -0 5 i =r I I MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I �I = I MARRIAGE WALLS �I c( LOW VENT LOW VENT •-r a - <I :'J :_Jr I I 050 SO. IN, VENTS REQUIRED I 3 HIGH VENT 1N SITE INSTALLED TRUSS SECTION R z i 1r ___\__________r_� rY` I `CENTER LINE OF CENTER SECTION ("I I IECTO tocK "m tat to. tat 10 3r-S Nm N w 3t - A KC-4C-W 1 t4( K - 10 67-f 2 t U sa 6 10 W-w 3 2USK .N AOO1XX 10 OIpuNG KNIS I IOW J --- Tv. SO SQ. R1 ROOF VENTS IOW VENT (SEE CHART FOR REOLIREMENTS) l MARRIAGE WALLS I, I I SITE INSTALLED CENTER SECTION OF ROOF. I _3 2 W � o N DAM APPROVAL' AF PROVED BY JUN 10 ?� INC* FEDE L MANUFACTURED HOME r . R111711ON AND SAFETY STANDARDS JACOBSEN HOMES NOTICE DRAWN BY. DATE REV. LETTER: „CUE sPioncAlloNs AM oaAlrs ARc R.R. 01-22-04 O bOkW. PROPRCTMff AND CONIIDENIIK DRAWNG TITLE: t_ P.0 BOX 368 "A6G TE1d"s SUCH W°F N NANUfAchom ROOF VENTING SUIDISMS ARE PROYW 10 AK SAFETY HARBOR FLORIDA 34695 KOOK FOR SPECK PWOYS AND NO K DRAWING NNHR PHONE (727) 726-1138 Ivy owmaa meXT nal o11KNS AD-PR-7006 i =r I I MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I �I = I MARRIAGE WALLS �I c( LOW VENT LOW VENT •-r a - <I :'J :_Jr I I 050 SO. IN, VENTS REQUIRED I 3 HIGH VENT 1N SITE INSTALLED TRUSS SECTION R z i 1r ___\__________r_� rY` I `CENTER LINE OF CENTER SECTION ("I I IECTO tocK "m tat to. tat 10 3r-S Nm N w 3t - A KC-4C-W 1 t4( K - 10 67-f 2 t U sa 6 10 W-w 3 2USK .N AOO1XX 10 OIpuNG KNIS I IOW J --- Tv. SO SQ. R1 ROOF VENTS IOW VENT (SEE CHART FOR REOLIREMENTS) l MARRIAGE WALLS I, I I SITE INSTALLED CENTER SECTION OF ROOF. I _3 2 W � o N DAM APPROVAL' AF PROVED BY JUN 10 ?� INC* FEDE L MANUFACTURED HOME r . R111711ON AND SAFETY STANDARDS JACOBSEN HOMES NOTICE DRAWN BY. DATE REV. LETTER: „CUE sPioncAlloNs AM oaAlrs ARc R.R. 01-22-04 O bOkW. PROPRCTMff AND CONIIDENIIK DRAWNG TITLE: t_ P.0 BOX 368 "A6G TE1d"s SUCH W°F N NANUfAchom ROOF VENTING SUIDISMS ARE PROYW 10 AK SAFETY HARBOR FLORIDA 34695 KOOK FOR SPECK PWOYS AND NO K DRAWING NNHR PHONE (727) 726-1138 Ivy owmaa meXT nal o11KNS AD-PR-7006 .N AOO1XX 10 OIpuNG KNIS I IOW J --- Tv. SO SQ. R1 ROOF VENTS IOW VENT (SEE CHART FOR REOLIREMENTS) l MARRIAGE WALLS I, I I SITE INSTALLED CENTER SECTION OF ROOF. I _3 2 W � o N DAM APPROVAL' AF PROVED BY JUN 10 ?� INC* FEDE L MANUFACTURED HOME r . R111711ON AND SAFETY STANDARDS JACOBSEN HOMES NOTICE DRAWN BY. DATE REV. LETTER: „CUE sPioncAlloNs AM oaAlrs ARc R.R. 01-22-04 O bOkW. PROPRCTMff AND CONIIDENIIK DRAWNG TITLE: t_ P.0 BOX 368 "A6G TE1d"s SUCH W°F N NANUfAchom ROOF VENTING SUIDISMS ARE PROYW 10 AK SAFETY HARBOR FLORIDA 34695 KOOK FOR SPECK PWOYS AND NO K DRAWING NNHR PHONE (727) 726-1138 Ivy owmaa meXT nal o11KNS AD-PR-7006 PITCHED ROOF EXTENDED VENTS SITE INSTALLED VENT CAP OR SOLAR TUBE VENT CAf (OR SOLAR SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP (SEE DETAIL 'A') \ / SITE CTION INSTALLOED COED ER EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING — FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED) TYP. CONNECTION TO VENT FAN, SOLAR TUBE. OR EXTEND TO RANGE HOOD MARRIAGE WALLS CEILING PANEL MARRIAGE WALLS SITE INSTALLED PLUMBING VENT PIPE (EXTEND 3- ABOVE ROOF) (SEE DETAIL 'B') FACTORY INSTALLED FLAT CENTER SECTION :XHAUST DUCT SPLIT kND FASTENED TO ROOF )ECKING OR BACKER KITH MIN. 4— 80, NAILS N LIEU OF FASTENING )UCT TO VENT CAP. SITE INSTALLED FLEX DUCT SHEET METAL SCREW q_*_—FLEX DUCT (FACTORY INSTALLED) NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE. DETAIL 'A' NOTES: 1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS. 2_ SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. I EXHAUST DUCT MAY BE RUN 714ROUGH EITHER A SQUARE OR ROUND HOLE CUT N ROOF DECKING. 4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH ALUMNUM TAPE AS SHOWN N THE DETAIL ABOVE. 5. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH APPROVED GLUE. PLUMBING VENT ROOF FLASHING (SITE INSTALLED) —VENT PIPE (SITE INSTALLED) (SITE INSTALLED) ' VENT PIPE (FACTORY INSTALLED) DETAIL ' B' DAPIA APPROVAL APP OVED BY JUN INC. FEDERAL UFACTURED HOME rnNCTR,I TIONANDSAFETYSTANDARDS JACOBSEN HOMES NOTICE DRAWN BY: DATE REV. LETTER: 1IM 9'EanuTIONS AND ORArNGS ARE R.R. OT-23-04 oACKAL. FROPREIARY. AND Ca MUft DRAWING TITLE: N P.O. BOX 368 rATES" °F MS AKj4CMSEN ROVWMAMNA10 IK PITCHED ROOF EXTENDED VENTS .+c � rAmaNs ARC PROYDED ro TIK SAFETY HARBOR. FLORMA 34695 REOPENT TOI S'EOM POW NO MRT If DRAWING NUMBER: PHONE (727) 726-1138 IVTCWM%k"sYatTForDIKM AD-PR-7007 26 SITE INSTALLED SHINGLE AND UNDERLAYMENT RELD INSTALLED 15+ FELT MIN. INSTALLED OVER THE FACTORY INSTALLED UNDERLAYMENT WITH A 6' MIN. OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT. 150 FELT TO HAVE A V MIN. OVERLAP 150 FELT ALSO CEMENTED WITH A 6' WIDTH AROUND AND A MIN. 6' WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF. I f• r -1 r -1 �� r -1 , ` FIELD INSTAl1ED ROOF SHEATHING (TV) 1 I I I I 1 1 j 6' WIDTH OF ROOF CEMENT WHEN A j OPTIONAL 15f FELT IS INSTALLED.. 1 I 1 I r� r OPTKINA LAVER OF 151 FELT r"t � I ONE-PIECE S1tW UNDMAYMFNT ROOF SHEATHING (TIP.) THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER THE UNDERLAYMENT HAS BEEN INSTALLED. THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMENT OVER LAP OF 6' MINIMUM. 1.n. TO smmm11nmWIN. m FASTENING DETAIL WINDZONE N (110 MPH) ALL EXPOSURES NOTES:ETIG16ER APPROVAL- DAPIA APPROVAL 1. CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED IN ANY AREA APPROVED BY EXCEPT WHERE NOTED. ONp Revised 2. FASTENING OF OPTIONAL 15f FELT IS NOT REQUIRED. (FASTENERS APPUED Oct 29,2007 0'hl ARE JUST TO HOLD FELT 1N PLACE UNTIL SHINGLES ARE INSTALLED.) �jg'.3� �g�, , rNC. {'If;'�;fli'I ITIG. EDERALEMNIFACrUREDHOME 3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLA110H INSTRUCTIONS K2 enoi g NSTRUCFIDN AND SAFETY STANDARDS ONLY WHEN SPECIRC APPUCATIONS ARE NOT COVERED. JACOBSEN HOMES NOTICE -BY: >IM ATM AM IA,� AID O.A.�o-2a-o7 " REV• DRY PROPI mt AND COIfiDQTRIIL D�>� Tju SHQIGIE lU� LINDERl11Y1ENT. P.O. BOX 30 [MCI ANC so Mum PROEmTO SAE INSTALLED SAFETYHONES KM FR � oRA+IINc NUL�E>� AD—PR-7008 (81R3.)f7226-11338�1695 21 TYPICAL FLASHING INSTALLATION ROOFING TAR UNDER NAILING FLANGE AT ALL FASTENERS TYPICAL SHINGLE ROOF ROOFING TAR APPLIED OVER TYPICAL FIELD INSTALLED RAFTER FASTENERS AND UNDER ALL SHINGLES OVERLAPPING THE ROOF FLASHING. IW X 1" MINIMUM ROOFING NAILS OR .113- X 1- MINIMUM NAILS MAY OPTIONAL SHINGLES MAY BE APPLIED TO BE USED IN LIEU OF STAPLES FOR FASTENING FLASHING TO ROOF. COVER ANY ROOF VENT FLANGE BY SECURING THE SHINGLE TO THE FLANGE AREA VATH ROOF- ING MASTIC (TAR). OPT. SOLAR TUBE INSTALLATION TYPICAL SHINGLE ROOF SOLAR TUBE DOME. VATH NAILER FLANGE. SECURED TO ROOF. ON TOP OF UNDERLAYMENT. AND 70P OF FLANGE UNDER SHINGLES.TMTH BOTTOM OF FLANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER VATH SHINGLE TABS SECURED vmTH AN APPROVED CAULK). TUBE SUPPLIED BY SOLAR TUBE MAN. DAPIA APPROVAL NOTES: 1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1' X 1" X 16 GA. APPROVED BY STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE). INC. FEDE AL MANUFACTURED HOME RUCTION AND SAFETY STANDARDS CDN JACOBSEN HOMES NOTICF. DExsK�1�A*MA�A� OR " BY: M.T.02-04-04 DALE REV. LETTER: DRAWING TITLE ORauW PROPREIART, AID CpfMTK P.O. BOX 368 YATERIMS OF A%CDMDI MAMFACTU 114 Nt qXm WIrERLgS ARE PROMO D TO DE TYP. FLASHING INSTALLATION DRAWING NUMBER AD-PR- M „ SAFETYPHONE HARBOR.FLORIDA34695 KO I��SAO PUIPOUSAM MK -- 28 ADDENDUM GENERAL NOTES / TIE -DOWNS NOTES: 1: FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME. 2. VERTICAL TIE -DOWNS ARE REOUIRED IN ADDITION TO THE FRAME TIE -DOWNS 3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-GGW,%IS WHF14 A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. W`t''N ANCHCRS ARE NOT INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE :NSTALLED IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS. 4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SI.'PPUED BY OTHERS). 5S VERTICAL BE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END TREATMENTS ARE TO BE SUPPLIED BY OTHERS 6. ALL GROUND ANCHORS AND FRAME TIES SHAH BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF THE UNIT. 7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF ZINC COATING PER SQUARE FOOT OF STEEL 8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82" I -BEAM SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY). 9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS OR PER ALTERNATE DETAILS. IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4. 6, 1 AND 16. 10. FRAME 11E-DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE 1-BEAM WITH AN APPROVED BUCKLE OR LOOP. 11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF THE DIAGONAL 11E AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION A`ND TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED. 12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST IN AND BE AT LEAST 12- ABOVE THE WATER TABLE 13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES 14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISIERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES. 16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION. IF MORE 1HAN TWO LONGITUDINAL TIE -DOWNS ARE REOUIRED (SEE APPROPRIATE SPACING TABLES)ADDITIONAL CROSS - MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT). 17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER TO WHICt1 IT IS ATTACHED (SEE NOTE 16) IF REOUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S). 18. ALL FIGURES (DETALS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR THE REWRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED. 19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKRiG REOU6REMENTS. ALL BLOCK:NG DETAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES NOTES: ENGINEER`&!�JVgTOE,..D •N/lAMAYIA ArwIuvAL: ROVED BY f THESE NOTES AND DETAILS ARE APPLICABLE �� Q�G N0.Re16 % ' FOR WIND ZONE II AND/OR WIND ZONE III. THEY - ENE8703571 LION 1 5 10 ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' AND EXPOSURE V. SEE APPROPRIATE TABLES FOR .SPECIFIC INFORMATION ON EACH. 6AT-INC, /+�� ; �ti,,a �'. •��; •.tip AN Y �,,, N ��� DATE: REV. LETTER THESE SPECIFKAi�NS AND DRATYNGS ARE JACOBSEN HOMES NOTICE ,,,,,,,,EI C.L.Y. 5-19-95 ORIGINAL. PROPRIETARY, AND COH(TDOITIAL DRAMANG TITIE: n P.O. BOX 368 MATERIALS OF JACOMEN MAll"ACMNC TD-GENERAL NOTES A DIC SUQI MATERIALS ARE PROVIDED TO THE SAFETY HARBOR, FLORIDA 34695 REGIO T FOR SPECETC P N4ZES 00 MM RE DRAMNG NUMSEk PHONE (813) 726-1138 XEPT COIPDOITK NO SE0V MW OTHERS AD-TD-0001 29 ADDENDUM NORMAL TIE —DOWN SPACING TABLES 1 ZONE II & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE (�1 MIN. WIND ZONE II WIND ZONE III FLOOR W.N. OTY. ANCHOR YIN. OTY. ANCHOR �1 WIDTH EA. END OF N EA. END IO ANGLE ���, EA. SECTION YIN.. B EA SECTION Y.N..A 20'-0' 2 36' 2 45' j� 24'-0' 2 46' 1 2 60' 25'-4' 2 50' 3 38' 26'-8' 2 54' 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE 0 WIND ZONE III SPACING DEL HEAD DELANCHOR ANGLE SPACINGLOB DBL HEAD ANdiOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12" 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 24'-0" -12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 25'-4' 12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 26'-8' 12' 8'-0' 31501 40'-50' 6'-8- 31501 40'-50' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III UK OTY. ANCHOR YIN. OTY. ANCHOR FLOOR WIDTH EA END ANGLE EA. END OF ANGLE o EA SECTION YIH. B FA SECTION YIN. B 20'-0' 2 50' 2 68' 1 24'-0' 2 70' 3 1 50' 25'-4' 3 45' 3 1 60' 26'-8' 3 45' 3 60' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE R SPACING DBL HEAD ANCHOR ANGLE SPACING DBL HEAD ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG LOAD LOAD 20'-0" 12' 5'-4' 31501 40'-45' 4'-0' 3150# 40'-50' 24'-0' 12' 5'-4' 315011 40'-50' 4'-0 3150 40'-50' 25-4' 12' 1 54 31501 40'-50' 4'-0' 31501 40'-50' 26'-8' 12' 5'-4' 31501 40'-50' j%1E +++I+L„ '-0' 31501 40'-50' OTES: ENONEER` Q 4 •' DAPIA APPROVAL• 1. SEE AD-TD-D001 FOR ADDITIONAL REQUIREMENTS. ����` O` G\STER e�`''�i�� �:'-No. eo'? '; PPROVED BYE 2. SEE AD-TD-0011 FOR YAILIl1U4 PIER HEIGHTS REWIRED FOR THE LOADS TABULATED ABOW_ - c ENE8 = j 5 OF cc INC. S�0 EN % \` JACOBSEN HOMES NOTICE: THESE sPEanuna+s AND ORAMNOS ARE +IfilttNlD •. C.L.Y. DATE' 5-30-95 REV' LETTER' ■ P.O. BOX 368 O,EONAL. PROPRIETARY. AND CONMENTLAL MATERIALS OF JACOBSEN UA10ACTIMEIC TO DRAMNG TITLE: NORM. SPACING TABLES / „ SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 me SUCH WATEWLS ARE PROUDER THE REOPENT FOR PECM FlM4S A,EI WJST K OUT COW"Wnn AND SEMI n= OTHERS. /{-�\ DRAANG NUMBER AD-TD-0010 30 10100-m-av mwN JIWtla saga mtu maw mmum Im x im as sib am mi m I OW-WL (£9) 3NOHd ra 96W VaWU VGWH ALI — 3LL OL aia = 31N SIMQMVW Hu SIG 9K 3D8 Vd S31W1 OWWS 31VNa3116 mvaa saw 3 SgXOH NHS90DVr 60-Mo-90 ,. w a N�rba -Aym arms a3Amw w GWISNl Satl wis AL&M aw Mou3ift Shoo 'GUM 39 IMM 3M 1WW X NI W= 316W OM N3NE � moil a&muvfflm'm3a3a • O N I A'W MU 31 W oL 316M9IW 3avd SOIL No MM NL4aa-31L T 600Z19T �lL' NOOO SaM AIL SW a3tia03tl BLWN Od MWO NO3 rima-m-0 MSS Z JL6 G3 HddV SLN@13l11M TjNmLjW Sw wm-m-a MS I UO NAOHddB vwva I IMCVM fmiil'JN3 "JiII3n1111" e°°°° 1V Np � - N; p l H p ),; On LZ - LO'9 LZ al-0 ;d 01. 0 m b8vst? ON 4 0 r`�6�'�0•S;b3•.•..�p ,tee (SRW HMV Nt03 W 31ON 33S) .Orr-S£ 10St£ .t-,5 .%-.o i105t£ I.ti-S A .t—,S St —At Mir 1.i—.s .at ,Or-S£ t051£ .t-,9 Sf-.Ot Imt£ tt .or :G£ tost£ .Li-,5 .sLr -.norL #/o���t£.L,(i7a at .0- 3 jM 4ppNl/ am -0 9NAMdS 361M BaIDNY am im Oi� OO 3 xm HDD-i NINq 19 30Z am II 3NOZ (NM aqus muoVas Boa -ter, mm/ H AO(I-au rlvoum (SOW OW S03 W 310N 33S) At t .6 J ®� a £ .e£ £ .9-.gz ht . £ .09 Z •t-,GZ .or £ A a .o-.ia B N Naas N3 6 W N01935 1Y3 H10M mDw r O W Boom Am IN 'NM M 3NOZ ONA 1 9 3NOZ aNM aim OHUOUS N IOQ-M UNIIQ111001 dal 0 'dQ/m v u amoz ST19VZ MaDVdS mloa-au 5LLvmmriV TTAATT nn �Tr� �� I111.Q1�aQCIV ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS MAX FIX W10-- IO ►mt PER AD-RF-ODIa IAIlL ni( NYIIF-WIU imL rtx M-IU-wlu lint rm mu mn ww 1 w — TYPICAL CROSS SECTION SHOWING TIEDOWNS FIGURE 1.0 SEE FIGURE 2.0 FOR ALTERNATE MDORN EMOD FIGURE 1.1 SEE FIGURE 5.0 FOR ALTERNATE TIE -DOUR .... SEE NOTE 5 FOR MA1L11UY HEIGHT NOTES: EHaHEER.'rePRNov"E CpCp���J'��/1 OfibVED-BY 1. SEE AD-TD-MIO FOR SPACING TABLES 2. SEE AD-TD-ODIO FOR QUANITY OF LONGTUOIAL TIE -DOWN STRAPS REQUIRED. Q No. 3. SEE OTHER DETAILS FOR BLOQONG (PIER) QUANTITY AND OTHER REOUIif AMIS. ENE8703571 IA ,� 4. SEE AD-TD-OODI FOR ADDITIONAL REQUIREMV ENTS. - I 5. ZONE 2/DPOSURE 'C'. 6V MAXRRRIY HEIGHT '� $ Q��' i : • W MD"161°" "�'ON�' ZONE 2/EXPOSURE bb 44" MAXIMUM HEIGHT 7 A 2P ZONE 3/EIPOSURE V: V MAXIMUM HEIGHT ����O.t`•' O %�.•'•����� REF. CALCS: ZONE 3/EXPOSURE b: 36' MAXRIUM HEIGHT ti F NOME "FJARANRII .` DATE REV. LETTER JACOBSEN HOMES 11im SPECiIUETMINS AND DRAWL= ARE C.L.Y. 3-27-95 CTaGNAL, PROPRIETARY, AND COWMTM DRAWING TITLE: „ P.O. BOX 368 MA700 S OF JACo115EN MANl1FAC1lJFtNG FIGURES 1.0 AND 1.1 LNG SUCH MATERIALS ARE PRMV Ta THE SAFETY HARBOR, FLORIDA 34695 tLMW Fat SPMM PJF(M AND WST K DRAWING NUMSM PHONE (813) 726-1138 HEFT CON WIK AM XM FROM OTIET6 AD-TD-001 32 ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION wnwir mr—nna SPACINGS FIGURE 1.0 TYPICAL CROSS SECTION II SHOIMNG'TIEDOWNS TYP• ROGR ANCHOR ANGLE 9 NOTE P) W. MWQt ARM (SEE NOTE P) FIGURE 1.1 COSIGN BASH ON 0 llf 1 _UM eFN1IIis W 96' HGfl MAO) QU 1. SEE AD-70-0010.1 FOR SPACING TABLES 2 SEE AD-70-0010.1 FOR QUANI Y OF LONWAIAL X-GOVB1 STRAPS REQTIIRED. 3 SEE owER DETAILS FOR .BLACKING (PIER) MM 17Y AND OTHER RECORF11ENTS 4. SEE AD-M-0001 FOR ADDmONAI REQUIREMENTS 5. ZONE 2/EIt RARE V: 67* MA>QYIAF HEIGHT ZONE 3A VOSIRE V.- 58' MAU M HBGIfT 6. VSHEN ANCHOR ANGLE SHONN ON AD-TD-ODiD.1 CANNOT BE ACIOEV.D, INSTALL AN APPROVED STAMM PLATE eee�peeeeaeeee"B10o E N No � 1 �. 09 os��cA�S•� �seeBONA9j'oo SEE NOTE 5 FeR wxw MIT APPROVED BY ONOO 14 Jtim 16,2009 INC.. FEDERAL IWNFACHNIED HOME CONSTRDCIION AND SAFETY STANDWS C-TD- 215.01 - 215.20 JACOBSEN HOMES NC�TIcm oT. M.T. 06-04-09 -�-- n= SPfMx9►UM AND DRA1i = ARE OR1fiNAL PROPRIETARY, AND OOMFIDFii11Al DRAVLNG lillE: P.O. Box 368 MAIM" or OICOFlgT1 MMLFACR6t4t0 FIGURES 1.0 AND 1.1 W. SM MATU M8 ARE .10 LIE 9SAF�METY H. Fl.ORIDA 34695 ImOP6R RE S4f9Ia1C PIiPOciFs AiD YASF EORNING NUMBS$PHON(813) 726-1138 07 O@OWMAL AND S' U FFM ODI>E.4. AD—M-0011.1 33 ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE II & IIl/EXP, C & D LONGITUDINAL TIE -DOWN SPACING TABLE (+� MIN. WIND ZONE II WIND ZONE III J FLOOR UK Gtt. ANCHOR UK DEr. ANDiOR Q �D� EA. ENDiN.ANGLE EA END OF ANGLE �S EA SECTION uw. a Ea SEcncN MIN. e 12'-0' 2 43' 2 55' 2 50' 2 68' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE 0 WIND ZONE III �AONG DEL HEAD LOAD ANCHOR ANGLE SPACING DBL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 8'-0, 31501 40'-50' C-8' 31501 40'-50' 6' 6-0' 31501 40'-50' 6'-8- 3150# 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE it WIND ZONE III . FLOOR MIN. OTY. ANCHOR UK OTY. ANCHOR WIDTH EA. END OF ANGLE EA. END Of ANGLE A SECTION YIN. B EA SECTION UM. B 12'-0' 2 64' 3 47' 12'-0* 3 37' 4 33' 13'-4 3 42' 3 55' 13'-4' 4 30' 4 38' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. VAX. WIND ZONE II NAND ZONE III SPAONG DOL HEAD LOAD ANCHOR ANGLE SPACING DBL HEAD LOAD AN04OR ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0" 6' 5-4' 31501 40'-45' 4'-0' 3150Q 40'-50' 13'-4' 6' 5'-4' 315Cp 40'-50' 4'-0' 3150# 40'-50' NOTES ENGINEER D •' �/ 0FO DAPIA APPROVAL 1. SEE AD-TD-000t FOR ADDITIONAL REWPtE11EHTS �- .`Q:.�G�SrE9 •• .��I APPROVED BY E No. Fo ?' 2 SEE AD-iD-0013 FOR IAA)OYLDI PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABoW. ENE8703571 = .;IJN 1 5 3. MAX EAVE OVERHANG REFERS 10 OVERHANG AT SIDEWALL NOT FRONT OR REAR. * = I N C 4. ABOVE TABLES APPLY TO 160• FLOOR OR 144• FLOOR WIDTHS WITH 95 1/2' STAT'= F cir ; �� : �c. '•� /^/ AL9f4twnJAMPONAE ms,vao,MosvtnsuAoa+oo I -BEAM SPACING, 96- UA)OULIM SIDEWALL HEIGHT AND 6- UAXIIM SIDE OVEi3HANG MAX.MAX.EACH SIDE OF UNIT). .�`''• �• E` , OIAN 'i��i OVERHANG (6' tr ri JACOBSEN HOMES NOTICE: �AAI!!I11 r,,Eu sPEOFICATIONS AND DRATMNGS Alit Illl"„� C.L.Y. DATE: 5-30-95 REV. LETTER: , P.O. BOX 368 ORIGINAL, PROWEETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN UNUFACIMNG W_ WEiULS PRONGED TO THE DRAWING TITLE, NORM. SPACING TABLES / \ „ RBOR(813') 138 SUCH ARE POG FOR P,PPm WSh� '/-a` DRAWNG NUUBER: PHONESAFETY 726- . T cor O n v niou AD-TO-0012 34 TYPICAL SIDE ELEVATION WnWldr TIF—nA*W CPAr..INrq TYPICAL CROSS SECTION SHOWING TIEDOWNS ADDENDUM TIE -DOWN SYSTEM FIGURE 1.2 SE6 FIGURE LO FOR AL WITE TIP--DOYN )IMOD SEE NOTE 5 FOR . MA1t1AII1DGHT AND#E NUE FIGURE 1.3 SEE FIGURE 7.0 FOR ALTERNATE TIE —DOWN iIWOD ET4GINI aW0Mo#/ri DAPIA APPROVAL, 1. SEE AD-TD-0012 FOR SPAONG TABLES AND NOTES. 4•�•• DO FO % APPROVED BY,, 2 SEE AD-TO-o012 FOFt p1AN1Y OF LONQTUDIAL BE -DOWN STRAPS REQUIRED. ��; •�G\STEq ;Sp �: 3. SEE OTHER M74S FOR KOMNG (PIER) QUANTITY AND OTHER REQURE10M NO. n = JAN a I 4. SEE AD-iD-000l ON FOR ADDITIONAL REQUREIIENTS ? EN 870357 5. ZONE 2/EX MRE V: 30• MAMM HEIGHT .• � ` INS, ZONE 2/EXPOSURE V: 48• MAXIMUM HEIGHT - AT;�• of MtKAL KAoLFXnV0 MW ZONE 3/E(POSIIRE V.- 28• MAID U HEIGHT 'Q ! •�,� 10�°""1D TMA R ZONE 3/EXPQSURE V: 60• MAXIMUM HEIGHT O�p��' i N077C7 '��/� .N tO DATE REV. LETTER: JACOBSEN HOMES TH%WEaRCA7101+9AOMMAN6.01I l%%% C.L.Y. 5-19-95 ORIGNAL PROPWART. AID CWWMX DRAWWG 111E: / 1 P.O. BOX 368 MAIERUIS OF .IACOB51:8 MANUFACRRifIG FIGURES 1.2 AND 1.3 /H` M_ SM MAIERIAIS ARE Rt MM TO THE SAFETY HARBOR. FLORIDA W95 KOM FOR 9S(i1C P ff= NO WN K ORAWWG NUMBER: PHONE (813) 726-1138 IIPT Ca:nE W AND SM Fl= OMM. AD—TD-0013 14_ ADDENDUM ALTERNATE TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS SEE FIGURES 1.1 FIGURE 2.0 AND 1.3 FOR TYP. CROSS -SECTIONS) NOTES: ����0 \5T . -", DAPIA APPROVAL: 1. SEE AD FOR SPACING TABLES �:'F� No. �� Z � •: APPROVED BY 2 SEE AD-TD-0010 FOR OUANIlY OF LONGITUIDIAL TIE-DOW STRAPS REWIRED. EN-c8703571 3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS �• 5 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. \J INC,�•. `�,� F '!N01 G���•� ►toFAuwr�rnV�N]E I nyaT,uYn�rwsARYYSVU 9 JACOBSEN HOMES Notice: THESE sPEanuna+s AnoRAWN45 ARE DRAWN BY: C.L.Y. DATE: 5-19795 REV. LETTER: P.O. BOX 368 ORTONAL. PROPRIETARY, AND OONFIDOJIIAL MATERIALS OF JACOBSEN MANUFACTURING OTc SUN MATEIMS APE PROIOED TO THE DRAWING TITLE FIGURE 2.0 /� SAFETY HARBOR. FLORIDA 34695 REOPIDTT FCR SPEOEWO P W ANo IMT BE DRAWING NUMBER: /L1, PHONE (813) 726-1138 IFPT coWWna MO SE00 n= OTTERS. AD—TD-0014 ADDENDUM - ALTERNATE TIE-DOIM SYSTEM(S) ALTERNATE LONGITUDINAL TIE -DON INSTALLATION METHODS SIDE VI--.W OF "AIN FdAII: TEE -DOWN STRAP I SEE OTHER D,-7ACS FOR TIE-DOMN STRAP SPECFICATIONS. APPROVED ANCHOR %V.D_D TO PAIN I -BEAM (SEE OTHER DETAILS SEE AD-TD-0200 FOR FOR WELDING) 70 BE INSTALLED RADIUS CUP DETAILS AT THE FACTORY. (REOUiRED THIS LOCATION). (UK 3401 WCRANG (Dc9G11) LOAD AND 47251 LETYIATE LOAD.) ° GROUND ANCHCR ° SEE OTHER DETAILS FOR Siff, 1-1 yANGLE AND OTHER INSTALLATION NOTES. FIG URE 2.1 S(XJD HEADER (CROSSUEULER) FRONT VIE1Y 3' X 3/4' (= 1/2) • MUST BE LOCATED CUT INTO HEADER WITHIN FOR STRAP ATTACMUT. 5' OF VAIN CHASSIS (FACTORY CUT) RASS S '� Root SEE AO-7D-0200 FOR I SEE AD-M-C200 FOR RADIUS CUP DETAILS (REQUIRED DOS LOCATION). (REQL'EtED THIS Lou10N). 5• YA)< • TIE-DOMN STRAP SEE OTHER GETAJLS SIDE IIXW FOR TIE -DOWN STRAP SPEMICATIONS GROUND ANCI+OR' SEE OTHER DETAILS FOR SRE, ° ANGLE ANO OTHER INSTALLATION FIGURE 2.2 Q, EER APPROVAL:: �. y DAP A AFF'itOYAI: 1. SEE AD-TD-OC10 FOR SPACING TABLES = � � " • � K r - - -_ 2. SEE AD-TD-0010 FOR OUAIOTY Of LONGITUDIAL TIE -DOWN STRAPS REOUfsED. � -O ..THY.: ... -- J. SEE OTHER DETAILS FOR BLOCKING (PER) OUANRTY AND OrnER REOLARE"S. 4. SEE AD-TD-0001 FOR ADDMONAL REOUIREMENTS. '�� • ��r ' ""' ONA "'ImIlli'lls" . ANCHOR SRMET AND iL-DOWN DEVICES AM CERvIED, BY OYHc35 .� CRA11N BY. DAit. FEY. LETTER: JACOBSEN HOMES �'0S AND c.L:Y. 6-13-95 Tfi3L lEGfiCA`Or15 AND CRAlYhGS AIiE . ORQIAL. PICPWART. AN) COJU 141 CR111Ll4G TITLE. P.O. aox 36s "AMMS 01 "'�" MM"ACTAM'.. FIGURES 2:1 $ 2.2 NC sm MA190AS AA[ PI101O[D TO DE SAFETY HARBOR, FLORIDA 34625 ALV01 Ta V[CnC PJWM AM WST NE DRAWING NUVBM' PHGVE (813) 726-113e wl caroaIAL AA' MOO n= OHM AD-TD-0015 TYPICAL FRAME I -BEAM TYPICAL LONGITUDINAL ANCHOR STRAP (FIELD INSTALLED) / NOTES: 1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS 2. ALL -STRAPS TO BE TYPE 1, FINISH 8, GRADE 1 STEEL STRAPPING, 1 1/44 WIDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. CATOR BEAN CLAMP, MANUFACURED BY TIE -DOWN ENONEERING, PART B 59011 (SEE MANUFACTURER'S INSTRUCTIONS FOR COMPLETE INSTALLATION DETAILS) ARPROVED EY INC MANUFACTURED HOME CTION AND SAFETY STANDARDS NOTICE+ DRAWN BY: DATE: REV. LETTER: JACOBSEN BIOMES THESE SPEOFlGTIONS AND DRAWNLS ARE: M.T. 6-12-01 ORIGINAL., PROPRIETARY, AND CONADENTAL DRAWING TITLE: P.O. BOX 768` MATERIALS OF uCOBSEN MARUfACTUAING LONGITUDINAL STRAP ATTACHMENT M SUCH MAMMA S ARE PRONOEO 10 THE - bAFETY HARBOR. FLORIDA 34695 RECPERT FOR SPWX PORDOM AND MUST AE DRAWING NUMBER: PHONE (727) 726-1136 Im COHFlOFMTAI AND sEOo MO&I OTHIM AD-TD-0016. 'AR ADDENDUM gas OFFSET UNIT II DOWN SPACING TABLES & ZONE III/EXP. C & D i LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR IAN. OTL ANCHCR WL OTti AN= \ WIDTH EA. END OF A. ENDOF mal0 �\ VV EA SECTION IN. uD1 6 Ell SECTION fmL 6 10'—O' 2 44' 2 56' 12'-0' 2 57' 3 42' 14 . 3 .38' 3 50' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE III SPACING DEL HEAD Low ANCHOR ANGLE SPACING DEL. HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 10'—O' 12' 4'-0' 31501 40'-50' 4'-0 31501 40'-50' 12'-0" 12' 4'-0' 30001 40'-50' 4'-0' 31501 40'-50' 13'-4' 12' 1 5'-3' j 31501 j 40'-50' 4'-0' 30001 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE 11 WIND ZONE III FLOOR UDL QTY. ANCHOR UK OTT. ANCHOR WIDTH EA. END OF ANGLE EA. END ANGLE V EL SECTION MR-0 EA. SECTION uw. e 10'-0' 2 64' 3 46' 12'-0' 3 50' 3 68' 13'-4' 3 58' 4 48' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE 11 WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DBL HOD LOAD ANCHOR ANGLE SPACING DBL. HEAD LOAD ANCHOR ANGLE 10'-0' 12' 4'-0' 31501 40'-50' 2'-8' 3.1501 40'-50' 12'-0" 12" 4'-0' 31001 40'-50' 2'-8' 31501 40'-50' 13'-4" 12' 4'-0' 1 30651 40'-50' 2'-8' 30001 NOTES: A ifA(5Vh:D BY 1. OFFSET SECTION W17H THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF REVISED THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE �: Q�' �7 '•, %y WI IH THE TABLES ABOYL. THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T , h" .. S •T S E P 0 9 1 BE TIED DORM IN ACCORDANCE WITH.THE NORMAL SPACING TABLES (AD-TD-DOIO). ADDITIONAL ;• _. C• INC. 2. SEE AD-M-0001 FOR REOUIREMENTS. "C► ., Q r moo'•• 9�(q6: � 3. SEE AD-ID-0021 FOR MAXIMUM PIER HEIGHT REOUIRED FOR THE LOADS TABULATED ABOVE ! ��' ��� �`F; •. ^��lar.''�� ``��� FED �i• CO RAL MANUFACTURED HOME STRUCTION AND SAFETY STAND t%+ ....•• ���� JACOBSEN HOMES THESE sPEOFIanoNs AND DRAVNcs ARE TnONSM: >SAK , 4n` R.R. DATE 8-27-96 IlEv.LETTER: . S ®, P.O. BOX 368 OPoONAL, PROPMETNIY. AND CONTIDENim IIAIERIALS OF JACODSEN MANUFACIUROIC D1C SXH M&WRULS ARE PRONDED TO THE DRAWING TITLE, OFFSET SPACING TABLES SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 REOMI FOR 9'EDM PJWOSE.S NO wsT eE ►tPT CWWrK NO 4CRET nMu OD[RS. DRAWING NUMBER AD-TD-0020 �6 'D! 39 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE —DOWN SPACINGS FIGURE 3.0 SEE FIGURE 4.0 FOR ALTERNATE TIE —DOWN METHOD TYP. CROSS SECTION(S) SHOWING TIEDOWNS SEE NOTE 5 FOR uATmNDu Ff]LiiT ANGLE ANGLE FIGURE 3.1 SEE KGURR 6.0 FOR ALTERNATE TIE—DIDIN METHOD [TA9E5 ON AD-1D-002D jlii m APPLY M RIM STANDARD NULT!-WDE SECTIONS OF THE UNIT -SEE NOTE 1, AD-TD-M] TIP. FLOOR SYSTEM-7 TYR ANCHOR ANGLE ANOIOR ANGLE FIGURE 3.2 l4TVQf�N,TERNATR T!E—DOWN METHOD, NOTES: ENaN>;eR gl�acro?N4;.`'��� ''�,,� DAPIA APPROVAL 1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). ��0`C'`Q�,G\ No RFO� APPROVED BYE 2 SEE AD-TD-0020 FOR OUANITY OF LOWTUDIAL TIE -DOWN STRAPS REWIRED. (OFFSET SEcnON ONLY) ENE8703571ON 3. SEE OTHER DETAILS FOR BLOCI NG (PIER) QUANTITY AND OTHER REQUIREMENTS. _ j r 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. ��INC, ZONE 2/EXPOSURE V.- 44' MAXIMUM HEIGHT 9�it�•• /7C� •' �+`� EEDEft � N �J ZONE 2/EXPOSURE '0': 24' MAXIMUM HEIGHT (32' 0 24' WIDE MIN.)ZONE 3 �i 4t` •'• jjj��� �\ . ' ?�axosK[nrSTupylpp ZONE 3/EXPOSUSURE V. 32' MAXIMUM HEIGHT RE 'D'' 32' MAXIMUM HEIGHT (44' 0 24' WIDE MIN.) '''�����S�QNQL • ����``` JACOBSEN HOMES NOTICE THESE SPEQnCAnoNs AND DRAVANGS ARE DRAWN BY: C.L.Y. DATE: 5-11-95 REV. LETTER: „a P.O. BOX ORIGINAL, PROPRIETARY, AND CONFTOFNTIAL MATERIALS OF JACOSk7i MANUFACTURINGFIG. DRAWING TITLE: J.O, 3.1 & 3.2 A ❑ FLORIDAINC. SAFETY HARBOR, ORI34695 SuOi NAWJMS ARE PROVIDED TO THE RECIPIENT FOR SPECFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (813) 726-1138 107 CacDoiNIL AID SE02T rf M OHM AD—TD-0021 40 ADDENDUM ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE—DOW SPACINGS FIGURE 4.0 SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION ��g1uu urur�� NOTES: ELk OV �i� DAPIA APAPPROVAL. . . I. SEE AD-m-0020 FOR S'AC-4; TAB'iES (OFFSET SECTION ONLY). � .•�G\STEq�. �t`,L$' APPROVED BY Q O 2. SEE AD-m-0020 FOR ouAN!n of LONCITUDIAL TIE -DOWN STRAPS REOIARED, a No. (oFFsET SECTION ONLY) NE8703571 5 3. SEE OTHER DETAILS FOR &OC)CSC (PIER) OUANIITT AND OTHER REOUIREI(?ITS. INCSEE AD-m-DO01 FOR ADDITIO:AL REOUIREUENTi I �J 4•�: rtxwaru�jurullraraL P. . �AN�,•'�4. �.` CA1rRIC74�A10WC1TfSN['� .C����.� JACOBSEN HOMES NOT10Ec .."'• TNESE SKOnCATMS AND DRUM ARE DRAWN BTc , C.L.Y. DATE 5-11-95 REV. LETTER „ P.O. BOX 368 SAFETY HA. o _� FLORIDA 34695 PHONE (813) 726-1138 OMNAL PROPMETART. AND 'CDNr10 Fm MAIM S OF 000M UmNACT"c Ol_ SLWI NAMMS AIM PR09O) TD TIE RECFOiT rot SKCM MMM = YAT K PVT CaF100 UL AND SECRET rNa 0T DRATIWG 1ITLL FIG. 4.0 DRAWING NUNBM AD—TO-0022 411 R ADDENDUM �gE �1G C��gS 5E� ALTERNATE UNIT TIE -DOWN SPACING TABLES 5 Q ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE 11 HIND ZONE III MIN. OTY. ANCHOR MN. oTY. ANCHOR FLOOR t� WIDTH CA ENO OF AN EA. END Gl ANGLE ,v\ O� EA. SEcna1 MIN. a EA SEctK)N MIN. e 20'-0' 2 36' 2 45' 24'-0' 2 46' 2 60' 25'-4' 2 50' 2 67' 26'-8' 2 55' 1 3 30' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING m HEAD LOAD ANCHOR ANGLE SPACINGOBI.. SPACING HEAD LOAD ANCHOR ANGLE WIDTH OVERHANG 20'-0' 12' 4'-0' 36701 20' 4'-0' 3900# 20' 24'-0' 12' 4'-0' 37001 4'-0' 3950# 20• 25'-4' 12' 6'-8' 40001 E20' 15' 4'-0' 39501 22' 26'-8' 12' 6'-8' 39501 28' 4'-0' 3950# 22' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III MIN. QTT. ANCHOR UK QTY. ANCHOR FLOOR WIDTH EA. END O EA. END ANGLE Ell SECTIONN D1. a MIN. ON E.A. SECTION uN. e 20'-0' 2 50' N/A N/A 24'-0' 2 70' N/A N/A 254 3 42' N/A N/A 26'-8' N/A N/A N/A ( N/A VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WAND ZONE III SPACING DBL HEAD DBLANCHOR ANGLE SPACINGLOAD DBL HEAD ANCHOR ANCIE FLOOR EAVE WIDTH OVERHANG 20'-0' 12' 4'-0' 40001 20' N/A N/A N/A 24'-0' 12' 4'-0' 40001 24' N/A N/A N/A 254 12' 4'-0' 4000# 26' N/A N/A N/A 26'-8' 12' 4'-0' 40001 27'. , ,,,,, , N/A N/A N/A NOTES: ENCI`DER. PRIDNAL Do' ,�� .... DAPIA APPROVAL SEE FOR ��. fir'' G\STrq'' " _ 1. AD-TD-0001 ADDITIONAL REQUIREMENTS .� 2. SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED ;. E1\E8703571.': ABOVE: 3. 20 WADES -82' MAXIMUM I -BEAM SPACING ONLY. 4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031). %.��•�;'�M,1 fa• .• `\�: _.........�..:.. - JACOBSEN HOMES N077c1: ��f1►r -9BAM'N` THESE SPECIFlCATIONS AND DRAMMM ARE '. C.L.Y. DATE 6-13-95 REV. LETTER: IRE' ALT. SPACING TABLES MONAL PROPKTARY. AND CDMMOIT & DRAWING MATERIALS OF JACOBSEN 11AWfACTLTIWG P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 ING SUCH MATERNLS ARE PRONGED TO THE REOPENT rOR SPECFIC RNPOSTS NO R51 IIE DRAWING OMM NUMBER: AD—TD-0030 PHONE.(813) 726-1138 A1:PT COtvWW AND SEQ'V rRW 42 ADNDUM o o6°RS ALTERNATE TDEEDOWN SYSTEM(S) aoo � TYPICAL CROSS SECTION SHOWING iIEDOWNS LFIGURE 5.0 S. FIGURE u FOR RECOY![EtiDED TZE DO1N OTBOD . IMPORTANT NOTICE: SEE NOTE 4 FOR HAWN HEVIT THIS ALTERNATE APPLICATION REQUIRES 4,000. POUND ANCHORS IM USING TO TIP -DOWN CONFIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 21 AUGER ANCHOR TILTS A D=N WAD (fORiDalc IAAD) RATDIC OF 4,000 POUNDS AND AN ULMIATE LOAD RATING OF 8,ODO POUNDS MUST BE USED. AN EQUIYam ANCHOR MIVUIG THE ABOVE SPECDTCATIONS 1(ADE'BY ANOTM MANUFACTURER MAY BE USED IN LIEU OF TIM STYLE CREST PRODUCTS ANCHORR, NOTES: 1. SEE AD-TD-ODOR FOR ADD17IONAL REQUIREMENTS. 2 SEE OTHER DETAILS FOR BLOCIGNG (PIER) OUANTITY AND OTHER REQUIREMENTS 3. FOR FIGURE 5.0 SEE ALTERNATE ME -DOWN SPACING TABLES (AD-TD-O030). 4. ZONE 2/EXPOSURE V. 31C MAXIMUM HEIGHT ZONE 2/EXPOSURE 'D': 27' MAX LvJM HEIGHT ZONE 3/EVOSURE 'C': 3O' MA1CM•JM HEIGHT ZONE 3/EXPOSURE 'D': THIS APPJCA710N IS NOT APPLICABLE. . THE ALTERNATE TE-DOWN METHODS SHONN ABOVE ARE ACCEPTABLE FOR USE IN ALL WND ZONES AND PI 807H EXPOSURE 'C' AND EXPOSURE V. HOWEVER• BY INSTALLING THE FRAM 71E-DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMIaDED METHODS FOR INSTALLING FRAME TIE -DOWNS. (n AI A' CV- r:�x►;, t�.: ter= NOTICE •�ir�IIII 'ORAWN BY: UAIL' JACOBSEN HOMES WSESPEOi1CA11OISANDDRAW=ARE C.L.Y. 6-13-95 ORIONAL. PROPINETPRT, AND CONriDQIIUL DRAWING TITLE: MATERIALS OF .IACot a MMAIFAICTLRWG FIG. 5.0 P.O. BOX 368 w- sva mmus ARE PROM D TO THE SAFETY. HARBOR. FLORIDA 34695 REOQR FOR VECM PMi W NO WW eE DRAWING NUMBER PHONE (81.3)M-1138 IVT CONFDCIInx NO IOU rROM 01eM AD—TD-0031 �E ADDENDUM �s st6 rE ��C�OR ALT. OFFSET UNIT TIE -DOWN SPACING TABLES O 61 ZONE II & III/EYP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR D� MIN.OTY. EA END OF EA SECTION ANCHOR ANGLE MIN. 0 MIN.OTY. EA. END OF E.A. SECION ANCHOR ANGLE MIN. 0 S ` v 20'-0' N/A N/A N/A N/A 24'-0* 2 42' 2 53' 254 2 1 45' 2 58' 26'-8' 2 1 48' 3 3.70 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DB. HEAD LOAD ANCHOR ANGLE SPACING DBL HEAD LOAD ANCHOR ANGLE 20'-0' 12' N/A N/A N/A N/A N/A N/A 24'-O' 12' 4'-0' 40D0 j 20'-30' 4'-0' 4000# 20`-30' 25'-4' 12' 4'-0' 40001 20'-30' 4'-0' 40001 20'-30' 26'-8' 12' 4'-0' 40001 20'-30' •4'-0" 40001 25'-30' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III MIN.OTY. ANCHOR MIN.OTI: ANCHOR FLOOR WIDTH EA END OF ANGLE EA END OF ANGLE EA SECTION MIN. a EA sEc1HDN MIHL B �O 20'-0' N/A N/A N/A N/A 24'-0' 2 60' 3 45' 25'4 1 2 1 66 3 48' 26'-8' 1 3 1 41' 3 52' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DBL HEAD LOAD ANCHOR ANGLE SPACING DBL HEAD Low ANCHOR ANGLE 26-0' 12" N/A N/A N/A N/A N/A N/A 24'-0' IV S-8' 40001 20'-30' 2'-8' 4000# 20'-30' 254 12" 4'-0' 40001 Z5'-30' S-2' 40001 1.5 "30' 26'-8' 12' 1 4'-0' 1 40001 25-30' S-2' 40001 25'-30' NOTES: ENGINEER IjpVTTILTNNI/AA�� DARA APPROVAL I. OFFSET SECTION NTIH THE mARWGE LINE WALL E) G BEYOND THE ENDWALL OF MIN �,�`�� C DD O",'', APPROVED BY THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE NTH THE TABLES ABOVE. THE SIDEWALL SIDE AND THE ADJACENT SECTIONS) ARE TO `: �G\S; fq .; :' Q' No. O JUN 1 4 BE TIED DOWN N ACCORDANCE NTH THE ALT. SPACING TABLES (AD-TD-0030). E TI E i571— IN AC V IN 2. SEE AD-71D-0001 FOR ADDITIONAL REOUREMENTS. 3. SEE AD-TD-0033 FOR MAS PIER - ..•.�xmaMew+oD M HEIGHT REOLARED FOR THE LOADS TABULATED ABOVE.�� : • `^^^llfiFL" ��`���� JACOBSEN HOMES > � ANDD.DRAM",,�11K�t ��"''"�, C.L.Y. DATE 5-30-95 REV. LITTER DRANNG Inn- ALT. SPACING TABLES P.O. BOX 368 MCINAL. PRO WTARY. AND CONf10EM➢AL MATERIALS OF JACOM MANINACTLRENG ®r SAFETY HARBOR. FLORIDA 34695 PHONE (813) 725-1138 INC. SUCH MOMALS ARE PRCAOIED TO TEE REOOQ FOR SPECFX PJMO NO W9 K PVT CarMRX NO SECRET n= arm ORANNG NUMBER: AD—TD-0032 44 12wE ,SIN°` LIL ADDENDUM 1CA 0 5 . SEAS (��i 1 �S �` • EILO� Cu pQC g )A F� 11�- � coo ALTERNATE TIE -DOWN SYSTEM TYP. CROSS SECTIONS) SHOWNG WEDOWNS SEE NOTE 5 FOR uam HDOTT (iAElES ON AD-WOM 00.tl71 ART ro T1RSE STARM MULD-Ill lcm OT TBE UNIT -SEE NOTE 1. AD-M-01) TV. MOOR SY M ANONTL ANGLE TIP. FIGURE 6.0 FIGURE 6.1 SEE FIGURE 3.1 FOR REOMMENDED 7IE-DOWN METHOD SEE FIGURE 12 FOR RBCOMWENDED TIE-DOIN METHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS IM USING THIS TIE -DOT, CONFIGURATION A STI7E CREST PRODUCTS MODEL 57SH (TYPE 2 ,AUGER ANCHOR = A DESIGN IDAD (TORXING LOAD) RATING OF 4,000 POUNDS AND AN ULTDIATE LOAD RATING OF 6.000 POUNDS MUST BE USED. TOM, ANCHOR MEENNG THE ABOVE SPECIFICATIONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN ILN OF THE STYLE CREST PRODUCTS ANCHOR NOTES: I. SEE LID-TD-0001 FOR ADDITIONAL REQUIREMENTS. 2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REWIREMENTS 3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-7D-002bl 4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-0010). (ALSO SEE LID-ID-0020 AND AD-ID-OD21) 5. IONE 2AVOSURE 'C% 32' MAXIMUM HEIGHT ZONE 2/EXPOSURE '0" 24' MAXIMUM HEIGHT 20NE 3/EXPOSURE 'C% 24" MAXNUM HEIGHT ZONE 3/EXPOSURE 'D': 28- MAXIMUM HEIGHT THE ALTERNATE TIE -DOWN METHODS SHOW`I ABOVE ARE ACCEPTABLE FOR USE N All W'11D ZONES AND IN BOTH EVOSURE 'C' AND.EXPOSURE V. HOWEVER, BY INSTALLING THE FRAME ME-DOWTT STRAPS AT THE 'OUTBOARD' :l-BEAM THE YAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS. G` No..9• �2 CAIC07A7C71 t ., STAT! OE DAPIA ROVED BY NIPINC,5 JACOBSEN HOMES NOnCE /p;�N 1 vffiI I ,�%' DALE REV. 1iTTER Idm SPEOFlGATNINS ANo ORAWUIIs ARE C.L.Y. 5-30-95 ONOINAL PROPRETART ANO OONi0O111AL DRA►ANG DTIE: „ P.O. R. FLORIDA 4AAIIUMS'"` AM P�RO"Vto TA To TO FIG. 6.0 do 6.1 SAFETY HARBOR 726-11 34695 . REOPEN rOR VE= p"M NO UM BE DRAVMG NINBER PHONE (813) 726-1138 I IPT CWWTI L AM SEOU MOW OTHERS AD—TD-0033 As.' R~�q� ADDENDUM �lO Ott ��C�OgS ALTERNATE TIE -DOWN SPACING TABLES ZONE 1I & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE (+� MIN. WIND ZONE II WIND ZONE III SIN. On. ANCHOR UK On. ANCHOR �1 FLOOR Om E END ANGLE EA. END OFANGLE 1� �v4 EA SECTION MIN. A EA. SECTION MIN. B 12'-0' 2 43' 2 55' 13'-4' 2 50' 2 68' l0 VERTICAL TIE —DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DEL HEAD LOAD ANDIOR ANGLE SPACING DOL HEAD LOAD ANCHOR ANGE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 4'-0' 37501 20' 4'-0' 39001 22' 13'4 6' 5-4' 38501 25' 1 5-4' 3960# 30' THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III On. ANCHOR UK On. ANCHOR FLOOR WIDTH EA.A. END EA. END OF �v O EA SECTION UK DI. B E.A. SECTION IL B UK 12'-0' 2 64' 3 47' 12'_0• 3 37' 4 33' 13'-4' 3 42' 3—+ 55' 13'-4' 4 30' 4 38' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE lu SPACING DEL" HEAD LOAD ANCHOR ANGLE SPACING DEL HEAD LOAD MOM ANGLE FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 4'-0' 39501 25' 2'-8' 3930P 20' 13'-4' 6' 4'-0' 39601 25' 1 2'-8' 4000 j 30' THIS ALTERNATE APPLICATION REQUIRES1111.,,000 POUND ANCHORS NOTES ENQ`. \PRQ&L... o i�i��4 DAPIA APPROVAL* 1. SEE AD-ID-000I FOR ADDrnONAI REOUIRENENTS ��` �O; �G\STE9Ac ' �Z '; '•, APPROVED BY 2. SEE AD-1D-0036 FOR 11AXIMLIM PIER H13GHTS REOIARED FOR 1HE LOADS TABULATED ABOVE. 2 No. 0 ENE8703571 c 5 7krfpl.['v4. 3. MAX EAVE OVERHANG REFERS 10 OVERHANG AT SIDEWALL NOT FRONT OR REAR. W I(� (� ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS V47H 95 1/2' . %Q •./ �. �'.� '��. •.N01. N, •'v\ �awovn I-BEAM SPACING. 96' MAAMLIM SIDEWALL HEIGHT AND 6' MATOMUM SIDE OVERHANG (6' OVERHANG MAX EACH SIDE OF UN11) ��` JACOBSEN HOMES N0710E 'rrr >►�� SPEonrA 5 Na oRA� fflpn C.L.Y. DATE 5-30-95 REV. LE TTER DRA%MG TITLE ALT. SPACING TABLES Box Me O cmm. PROPRIETARY. no CON►IOE R& MATMALS OF .IACOBSEN MRUFACMNC A OppP.O. SAFETY HARBOR. FLORIDA 34695 PHONE (e13) 726-1134 ARE PROYM TO THE REvaT Fa VE�x uNO WST BE IOPT OaaMIlk NO g0010 0rfM DRAMING NUMBER AD-TD-0040 46 ���,�ogs �000� g p ADDENDUM ALTERNATE TIE —DOWN SYSTEM TYPICAL CROSS SECTION SHOWING TIEDOWNS MOLE MOLE FIGURE 7.0 SEE FIGURE L3 FOR RBCOMIDED TIE -DOWN METHOD IMPORTANT NOTICE: SEE NO E 4 FOR MMV HDIINT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING THIS TIE -DOWN CONF7 UUTION A STYLE CREST PRODUCTS MODEL 573H (TYPE 21 AUGER ANCHOR TRH A DOGN IOAD (VOW C LOAD) RATING OF 4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVIJINT ANCHOR MELTING THE ABOVE SPECIFICATIONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR. NOTES: 1. SEE AD-TD-0001 FOR ADDITIONAL REOUIREYENTS. 2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOU MENTS. 3. FOR FIGURE 7.0 SEE ALTERNATE RE -DOWN SPACING TABLES (AD-ID-0035). 4. ZONE 2AXPOSURE 'C: 38' MAXIMUM HEIGHT ZONE 2/EXPOSURE 'D% 28- MAXWUM HEIGHT ZONE 3/EXPOSURE 'C': 28' MAXIMUM RIGHT ZONE 3/EVOSURE V: 28' MAXIMUM HEIGHT . 5. SEE AD-MD-OD35 FOR ADDITIONAL NOTES THE ALTERNATE ME -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN ALL WIND ZONES AND IN BOTH EXPOSURE V AND EXPOSURE V. HOWEVER, BY INSTALLING THE FRAME TIE-DOVM STRAPS AT THE 'OUTBOAFV F-BEAM THE MAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOYYENDED METHODS FOR INSTALLING FRAME TIE -DOWNS. Dp O�j'••',.%ST .q •Q``G No. Fo?` 00or APPROVED BY 10 ON A INC coo ...,u..w WmnNONw JACOBSEN HOMES. P.O. BOX 368 N°����'"" saECFxAnasls me AND DRAMNIXS AM CRONAL vaDr1+E7ARY. AND DOFInDI 111% YATEXZMI I OF JACOBSEN MANUFACR W "' ��� C.L.Y. DATE.5-30-95 REV.TFEg n DRAWING TITLE_ FIG. 7.0 MirSAFETY HARBOR. FLORIDA 34695 We M MAMU S ARE PRONGED TD 7K RTCPENT FOR 9itilt PUWOYS AND MW 2E 'H` DRAWING NUMBER PHONE (813) 726-1138 an DONFMTK AID %cRET nm ormm AD-TD-0041 47 ADDENDUM MISC.. TIE- DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. SEE DETAIL 'B' SEE DETAIL DETAIL 'A' IUCKLE WITH 31501 Y MINIMUM (DESIGN LOAD) DETAIL L B' -BEAM I DOWN TIGHT TO DUND ANCHOR INSTALL RADIUS CLIP (SEE AD-TD-0200) OR L R DEVICE TO CT STRAP .AT ALL CORNERS. DETAIL T C' THIS TYPE OF PROTECTION MAY BE USED FOR (;gTl3RdI Aj LONGITUDINAL TIE CONNECTIONS ALSO. V. S T/J NOTES: N'OtR�c� L: DAPIA APPROVAL 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT APPROVED EY 910334 _ AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET = —0- 00LFV' THE REQUIRED DESIGN LOAD OF 31500 MAY BE USED. ON Iq 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS STATE OF WHERE THE ANCHORING SYSTEM REQUIRES THE USE %�0�;••, / �P C1�'� I OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).fMm ���� fit` ,, 1p`.• ;` RUWIJF#CTi1REDFt0A1E YE D AND D OTHERS NOV 2 4 1998 NOTJ AC O B S E N HOMES msE sPECIFICATXINSIANO MAW14CS ARE DRAM BY: DATE REV. LETTER: M.T. 11-18-98 OFOONAL PROWTART. AND CONFIDENTIAL DRAWING TITLE: ,MISC. TIE —DOWN B � P.O. BOX 368 UAii;au5 OF .ACOBSEN �FACTUR,Nc INC. SUCH MATIMALS ARE PROTDFD TO THE SAFETY HARBOR, FLORIDA 34695 RECPENT FOR SPECFIC PURPOSES AND MT BE DRAWING NUMBER: PHONE (813) 726-1138 FAT CCWMn L AND SECRET M OTTERS AD—TD-0050 140 ADDENDUM �s NORMAL - TIE DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III k O T.O Ea ERD OF Ea secnoN AN GLE AHaF YIN OTY Ea E►� of ANGIZ wNnE v BOOR WIDiN �O uAL B EA. SEcnDN uut B 30'-8' 3 40 3 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE u . WIND ZONE III FLOOR WIDTH EAVE OVERHANG �'�Nc OAD aNOKiR ANGLE SPACING OL AN01ai ANCIE LOAD 30'-8' 6' 6'-9' 31501 41-46 5'-5' 3150# 44-49 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. PAND Z014E U WIND ZONE ql FLOOR WL Qn ANR10R uut On ANCIIDR WIDTH Ea END OF ANGLE EA END OF AMU O Ea SECTION WL B EA. SECTON UK 9 30'-8' 4 42 4 - 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE IU FLOOR WIDTH EAVE OVERHANG SPACING o 0V mom ANGLE SPACING D ► CH R ANX LOAD -EL 30'-8' 6' 4'-6' 31501 46-50 4'-0' 31501 49-52 NANDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L. REF. cAla . G U,cF - 74,0I - NOTES: EH`f �. % Cy: DAFY► APPRovA1 M 0 dM/i� 1. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS �G\STEj? •• • e No. o •: APPROVED BY 2. SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE - 910334 _ -�,: CTATE OF• -? IN 14 INC. -.��•• ; "-,. o ,.� rtatwa�u,v�uAlewE od6n�awr,A�oA�Finriwawos JACOBSEN HOMES NOTIc TME9E SKOIUAMM AM WAWNM ARE AIM By. M.T. DAiE 2-8-99 REV. tETTER: ■ P.O. BOX FLORIDA;t SAFETY HARBOR, ORI34695 ORIONAL. PROPRIETARY. AwD COFIOENIIAL 9, w 1Q,A° � PROMo to � DRAWING TITLE: NORM. SPACING TABLES PHONE (727) 726-1138 REcmt rcR spEcm 0"M AM VM eE wEPI CDUWD Mq Awp man m m amen ORAMING NUMBER AD— TO-0070 49 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS MAX PER AD-w-0010 IME PER AD-M-WO TITBIT PER AO-10-mu Uw HR AD-Io-0010 Tmu PER AO-M-WO TWE MAX TYPICAL CROSS SECTION SHOWING TIEDOWNS FIGURE 10.0 SEE FIGURE 20 FOE ALIERNATE 11E--DOWN IMHOD FIGURE 10.1 SEE FIGURE 50 FOR A61Y1iNAlE ME-DONI =10D all till,". NOTES: GEgF��! 1. SEE AD—TD-0070 FOR SPAM TADIM :'Q� NO. O •'. 2. SEE AD—TD—W70 FOR WMTY OF LONGITMAL TIE —DOWN STRAPS REWIRED. 910334 3. SEE OTHER DETAILS FOR BLW(NG (PER) QUANTITY AND OTHER REOUREMENTS. * ooe 4. SEE FULL ADMAN FOR ADDITIONAL REQUI2EIgNTS. � :. STATE OF 5. ZONE 2/EXPOSIIRE 'C'. 56• MAXMUM HEIGHT *'Qit`'' /ND1 P.' N c ZOIE 2/E(POSIK b': 40' MANMUM HEIGHT ZONE 3/DPOSHIRE V: 56' 11 MUM HEIGHT ZONE 3/EID'OSIIRE V.- 40- MAMMUM HEIGHT s SEE NOTE 5 FOR MAW W HEIGHT N TAANNONE III (110 MPH) 20 PSF ROOF 10 PSF D.L 9/1 APPROVED BY 000rPINC. FEOEM MOWFAcnFol" cmTROCTOMM0smmsti Qvm is i _404 i REV. LETTER: - - - - M.T. 3-1-99 DRAWING TITLE: FIGURES 10.0 AND 10.1 DRAWING NULIBER: AD—TD-0071 BS EN HOMES tvvritls Ma Am JAC O TMESE sKammis AMD DRA PRamamY. AMO cowu fm& P.O. 80x 3613 CHOMA1. MAIETaALS OF 'A YAMUFACU RM ARE PROW= TO TEE „ NG SM MATH" PIRPOS{S AMD MUST BE SAFETY HARBOR. FLORIDA 34695 PHONE (727) 725-1138 RECPE11i , w FDR SrECF1C AI® sEa€t mw oT1ER5 ADDENDUM. �g�s NORMAL TIE—D OWN SPACING TABLES &. 1� ZONE II & III/EXP. C & D i LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE d WIND ZONE III FLOOR ►&L oTY. ANdIOR wt oT>L AHdIOR WIDTH Ell END OF ANGLE EA.'END OF ANGLE s� to EA. SECTION UK 6 Ell SECTION OL 6 15'-4' 3 45 3 35 VERTICAL TIE -DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE 10 FLOOR WIDTH EAVE OVERHANG SPACING DILL WA LOAD M CHOR ANGLE SPACING OL ANOHYi ANGLE LOAD 154 6' EACH SIDE 6'-10' 3150$ 40-46 5'-6- 31501 42-47 LONGITUDINAL TIE —DOWN SPACING TABLE MiN. WIND ZONE II WIND ZONE III FLOOR ANCHORN v WIDTH Ek END OF ANGLE EA. DID OF ANGLE s O EA. SECTION MIN. B EA. SECTION MST. B 15-4' 3 30 4 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND Z014E P WIND ZONE III FLOOR WIDTH SAVE . OVERHANG SPACING DBLD LOA9 ANGLE SPACING DEL ANCHOR ARM LOAD 15-4' 6' EACH SIDE 4'-6- 31501 42-50 4'-0' 31501 44-50 VNND20NE NI (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALCS. (, W 4 - 2. &I - G/ 2 , fv 11111111�f NOTES: EHp` VVASr�(� DAPIA APPROVAI:MM US I. SEE FULL ADDENDUM FOR ADDI7IONAL REOUIREMENTS. ``� ('Q',. G\ST EqF • �! . � No. � •; � APPROVED BY 2. SEE AD-TD-0073 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE. 910334 y 1. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. 4. ABOVE TABLES APPLY � •. • ccSTATE Ot 1,44 % '�•''. 444 INC. TO 184' FLOOR WIDTHS WITH 95 1/2' I -BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MANUUM SIDE OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT). ' si • i mlanuciaAlowtTr�wou� JACOBSEN HOMES NOT1 '111 7►rEse sPEoncAnoNs AMDRAWNG$ ARE I BY: M.T. DATE 2-8-99 REV. LETTER HE P.O. BOX 368 ORXaNAL PROPRIETARY, AND COWUNIIAL NA DIALS OF 4AC08SEN UM"AOURwG HNC SUCH NATERALS ARC PRONO(D TD 1N( DRAWING TITLE: NORM. SPACING TABLES SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 WPT CDinXNrAL MD q0 srR� � DRAWING NUMBER: AD—TD-0072 51 DENDUM TIE4DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS UAX PER AD-TD-W2 TABLE FOR AD-111--0012 TABLE TYPICAL CROSS SECTION SHOWING -TIEDOWNS SEE it NRIM\ IR/W IN FROM STDE OF HOIE (DP.) SEE NOTES; 1. SEE AD-1D-0072 FOR SPACING TABLES AND NOTES. 2 SEE AD-TO-0072 FOR OUAMTY OF LONgND1AL TE-DOWN STRAPS 3 SEE OTHER DETAILS FOR BLOCKING (PER) OUANTITY AND OTHER RE 4. SEE FLLL ADDENDLN FOR ADDITIOINAL REWIREMENTS. 5. ZONE 2/E11POSL1RE 'C: 56' MAXIMUM HEIGHT ZONE 2/EPOSIARE V: 56' MAb LIM HEIGHT ZONE 3/EXPOSURE 'C•: 56' MA WM HEIGHT ZONE, 3/E)RPOSLILE V.- 56' MAWW HEIGHT JACOBSEN HOMES „ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 PER AD-TD-0011 TABLE PER AD-ID-W2 TABLE PER AD-TD-002 TOE YAK FIGURE 10.2 20 FOR ALTERNATE MDOTN MEfFIOD TYP. FLOOR s SEE NOTE 5 FOR YAIONUM HMT N ANDMR AKU A µQf FIGURE 10.3 WINO(110 MPHONE III „o PIi) URE 7.0 FOR ALTERNATE TIE -DOWN HEMOD 20 PSF ROOF 10 PSF D.L REF. GLCS. L' 9 2 . p• I 9 2 • 4'62 cS -;%STEq • . e No. �o•fs 910334 -a •• STATE O W S � A THESE 9 EC91CATIONS AND DRAWKM ARE ORMAL. PROPRIETARY. AND CONFA7ENTIAL MAXMAI S OF JACOBSE11 MANLWACTMING INC SUO MATE14ALS ARE PRONGED TO THE RECHENT MR SITEM PW0SES AND MUST BE *77 CONIDM& AND SECRET FROM Opus APPROVED BY 0 oor N 14 IEDEMMWMAL7I111}iNOE INC. oosnl�aaAloTwflYrtTsaq Md DATE: 3-1-99 a REV. LETTER DRAWING TITLE' FlGURES 10.2 AND 10.3 DRAWING NUMBER AD-TD-0073 52 ADDENDUM gas E" r 11 OFFSET UNIT TIE —DOWN SPACING TABLES 111 ZONE II & III/EXP. C & D O LONGITUDINAL TIE —DOWN SPACING TABLE (+� MIN. WIND ZONE II WIND ZONE Ill N Y.O ANCHOR FLOOR WIDTH k O EA END ff QE ANGLE k 0 FA END ff AK o EA sEctIDII M1L a Ell sECAon MPL e 4T 3 61' 2 54' 3 41' 15-4' 2 54' 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN, MAX. WAND ZONE I WIND ZONE M SPAM � ANCHOR ANaE SPACING ML WA LOAD ARM ANTE FLOOROTH OVERHANG EAVE 12'-0' 12' 5-0' 31501 40' 4'70' 31501 39' IS-4' 12' 5'-T 31501 41' 4'-0' 30001 4T 15-4' 12' 5'-0' 31501 43' 4'-0' 300I)1 42' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE I WIND ZONE NI A. O EA END ff ANCIIOit AMGiE A QTY. EA END OF. AN OR ANGLE FLOOR O WIDTH EA SECTION NN. a EA SEC110N K' � e 12'-0' 4 45' 4 60' 13'-,C 1 3 45' 3 60' 154 3 45' 3 60' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WO ZONE I No ZONE m SPAM ML Will m ANM ARE SPAM MIL WA LOAD ANCHOR ANaE FLOOR WIDTH EAVE OVERHANG 12'-0' 12' 4'-0' 31501 40' 3'-0' 30001 3' 12' 4'-0' 30651 41' S-111 154 if 4'-0r 3W51 43' S-0' 30001 41' NOTES:JE' 6 if - C4ca, C- St, - 1.6 COI- l6 • AZ DGINEER APP • � REF. CALM - Of 1. OFFSET SECTION NTH THE MARRIAGE LIE MIAIL WENDING BEYOND THE ENDVALL OF BE TO DOWN AT THE MARRIAGE LINE IN ACCORDANCE �. �� ........-•.. 4 sw � � � �z 1 F1 Cq j; 'o M� D BY THE ADJACENT SECTNXI MUST .- .�1 : G (P•• �� WITH THE TABLES ABDYL VIE SIDEWtAII SIDE AND THE ADJACENT SECTIOKS) ARE TO BE TIED DOWN N ACCORDANCE WIN THE NORMAL SPACING TABLES (SEE AD-TD-0010 JUN I � FOR 17-0' E 13'-4' W1DES, AND AD-1D-0070 FOR 15'-r W1DES} # , 2 SEE AD-1D-0001 FOR ADDITKK& REQUITE UTS. • ;oft $iA � C. IN I SEE AD-TD-" FOR MAIM PEN HEIGHT REQUIRED FOR THE LOADS TABULATED ABOVE S •. .' Q • i V •;20R404;••��4�i INNMlMi1C1UREDHOME go-urnm JACOBSEN HOMES .+�.���+'�1•T. NOTIIM�K. PxaPt�TA1ttt, neu ��' 6-8-04 am `�' L DRAWING 11M P.O. BOX 368 ,. W1E7alILS OF.MOBgN YAMi W, SW W�taNs m OFFSET SPACING TABLES DRANINC NtNn AD—M-0080 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 1E01W Fat 9M Pa1P099 tm OdtIoo=4AL ND 9LET OF 33 0 5 14 I ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWNG TIE —DOWN SPACINGS FIGURE 11.0 M FM 4.0 POE AnI 2 72-DON KMOD S SECTION(S) TIEDONMS ME S Fat M*" [rN� aN Ao-m-ooao p�GI ,wRr A lfig STNOARD IIIA-ICE SfC➢OlS OF IKE aR -SEE WE % M-IU-0M) T1P. Ru sym-7 ! I— N171at MaE v-14req- td�t2 NOTES: I. SEE AO-7D-O= FOR SPAM TABLES (OFFSET SECIIGN ONL4 2. SEE NO-ID-OOSO FOR OUANTY OF LOH( MIAL 7E-000 STRAPS REW0. (OFFSET SECTO OILY) 3 SEE OM DETALS FOR 6LW NG (PIER) OUANIITY AND OTHER RE01dRE71FNTS. 4. SEE AD-1D-0001 FOR AODRIONAL REOUIREIM S. 5. ZONE- 2/ *WM 'V: 46' MA)M M HMHT ZONE 2/D POSM V: 40r YAMN HOW-36' FOR 12'-0• WIDE UMTS ZOFE 3/l�SURF V- 41 r MAMMUM HEIGHT ME 3/E�Ofit1RE V: 40r MAn M HEIGHT NKM WEIR FIGURE 11.2 c" J4roe uMvM TE-DODII 1Dl'IHOD n r _ �. I DMA APPROVAL: . •�� nnarane ......•. 9 . JUN I b 2mk INC. FACTUREO HOME AND SAFETY STANOARDS NOTICE: ''r' .F JANM �11.T. DAIS: 6-8-04 REV LE7lER JACOBSEN HOMES UM SDI" WIM M n wmm, PROWL mw. " commT AL DRAWwG IM t� P.O. BOX 366 V"MU OF JM=SEN MNMIFACIU M FIG. 11.0, 11.1 & 11.2 NG 20 MAIN" ARE PROMO® TO TIE SAFETY HARBOR, FLORIDA 34695 NOW FOR SPEfiIC FtAPOSFS MG MIST fl{ DRAMNG NUMBER: PHONE (727) 726-1138 IRPT OWURAL No SFOE FFM OHM AO—TU-0081 54 ADDENDUM ALTERNATE 'OFFSET UNIT TIE- DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE -DOWN SPACINGS FIGURE 12.0 SEE FIGURES 11.1 AND 11.2 FOR NOTES: I. SEE AD-TD-0060 FOR SPACING TABLES (OFFSET SECTION ONLY). 2. SEE AD-TD-0030 FOR OUANITY OF LON07UDIX TIE-DOYN STRAPS REWIRED. (OFFSET SECTION ONLY) I SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. 4. SEE AD-7D-0001 FOR ADDITIONAL REOUIREIIENTS. 5c-e c4CG5, G- so- 16•Gi- SECTION No. O'% 910334 -o STATE OP : �w DAPIA APPROVAL: I%WAy is iSu eiJ :�a I i v \✓. Al!GTI,7�d A;�G SMrE!'r ST:,':G.;n�S NOTICE: DRAWN BY: DATE REV. LETTER; JACOBSEN HOMES TNEsE waflcams AND DRA1MNCS ARE R.R. 5-9-01 ORIDDIAL. PROPRiTARY. AND OOpWR"MAL DRAWING TIME: uAIERIALS OF 1ACOM MANUFACAW P.O. BOX 368 FIG. 12.0 llDrAS SAFETY HARBOR, FLORIDA 34695 mcNtraR sF crc ARE pOjjTf [ DRAWING NUMBER: It PHONE (727) 726-1138 PUT CaNnM ML NO SE9tEl FROM OWIK AEI—TD-0082 55 ADDENDUM 108" HIGH SIDEWALL TIE —DOWN SPA ING TABLES 1� ZONE II & III/EXP. C & LONGIT INAL TIE —DOWN SPACING TABLE MIN. WIND ZONE N We ZONE I FLOOR WL air. MOW MIL. ON. NKM t MOTH . W OF R E EA. N OF maf s� WL A Ell SE M W. 6 26'-8' 3 47 3 53' 8' 30'- . 3 57 4 1 45' VERTICAL TIE —DOWN / FRAME TIE —DOWN i SPACING TABLE WN. MAX WIND ZONE I WIND ZONE I SPAM Lm AWO AKE SPA= °�OW Mon mu FLOTHH MOT OVERHANG 26'-8' 6' 6'-8' 31501 40'--50' 5'-4' 31501. 4(r 50' 30'-8' 6' 1 6'-8' 31501 40 -50' 5-4' 315W 40'-50' LONGITUbINAL TIE -DOWN SPACING TABLE MIN.. WIND ZONE Y WIND ZONE In o ANman OIE MIL on Ell ff QO AMm AAMQ� FLOOR WIDTH fcIIo1 M1L o EA StC11oN v.l e 26'-Ir :rDSITIF 4 41' 4 52' 30'-8 4 51, 4 1 70' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MR MAIL ft ZONE A WIND ZONE M SP"M Lm IWINOt mu SPACK offLm 1V1 O ANX FLOOR MDlff OVERHANG � 26'-8' 6' 5-4' 31501 40'-5(r 4'4 31501 4(r— 45• 30'-8' 6' S-4' 3150E 40'-5(r 4'-0' 31501 40 -45' WINDZONE 111 (110 MPH) 20 PSF ROOF 10 PSF D.L �.ckm EN ll: i DAPIA APPROVAL: NOTES . - APPROVED BY 1. SfE RAL AM Ml1Ml FOR AOOIIMAL REOUMUOITS. ;' G ' No.0045484 i OrP Z SE AD-ID-W FOR MUMN PER HEIIM REQUIM FOR If LOADS TABUaIED ABOVE .�-rN ` INC •r �'! ' •Of1�•••' �' -'� FEDERAL MANUFACTURED HOME ri �S%tC �G\ RED E CONSIRUCTIONAND SAFErfSfAIDARU3 'A jp .+%``• JUL 27 2(104 JACOBSEN HOMES »� �CAMN AM W►OM AM DRAW or M.L DA'� 07-20-04 ` L DRAING TIRE- 108' HIGH S1DEWALL SPAaNG TABLES P.O. Box 368 00MAL RWFETAA`Y• NO SAL Yi1MMAS OF AN)O " "AN11PA°� W_ WO MAMOALJ ATE FFt04MD 10 lK DRAING NUMBM AD—TD-0083 SAFETY HARBOR, FLORIOA 34695 PHONE (727) 726-1138 XWW FM 7MM PIN'M NO W9 E wn casmnAL AID sftfET F110F OHM 56 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS TYPICAL CROSS SECTION I I SHOWING TIEDOWNs TW• RM man MME SIT A11CIo 1EA9 FIGURE 10.0 FIGURE 10.1 NOTES: 1. SEE AD-ID-M FOR SPACING TABLES 2. SEE AD-TD-0083 FOR AMITY OF LQi4TUD41L x-000 STRAPS REQUIRED. S. SEE OTHER DETALS FOR BLOOM OJU) QUANTITY AND OTHER REQURIANTS. 4. SEE RAL AODE1plAf1 FOR A0017MAL REOIARENQM 5 ZDW 2/0FOSL E V: 36' MAMMUM HEIGHT ZONE 2/0FOStK V: 27' NAl6MW HEIGHT ZDNE 3/E)Q'OS11RE V.- 36' MAXIMA HEIGHT ZONE 3/EIPOSURE V- 32' MAX" HEIGHT 6. ALL SPEC F0110NS ARE BASED ON 2(' ROOF ANGLE MAX - TIP. WSS-H0M _oHs APPROVED BY Nor AZ •�,C/���,� • ��.►• ���y ,�o� FEDERAL MANUFACTURED HOME�•�i O�N ',� CONSTRUVIONANDSAFETYSTAN)AHUS � s$11D1Es� H1A>aL�l1H�JOR Mon wroza+E 0 (TTo MPH)20 P3F ROOF 10 PSF D.L ��ssllsl�IP,, .'.. �� DAP1A APPROVAL• JACOBSEN HOMES mmwm xumAm`wAsmAK '"Non:.'; ��. �" �� ��"" M.T. 07-20-04 dOfi #L, Fmpwmy, AND ooNFntN1uL DRAIrNI: 11TTi;!; P.O. BOX 368 MAMALS OF AMMM ~Aen� I-IGURES 10.0 AND 10.1 nmwnnc M MAIM 5 ME ROAM TO 11E SAFETY HARBOR, FLORIDA 34693 FtR YWC Pff N@ KW K DRAIMNG AD—TD-0084 PHONE (727) 726-1138 an oacmnx"mw"aumm 57 ADDENDUM �z 108" HIGH SIDEWALL TIE -DOWN SPACING TABLES ZONE II & IR/EXP.. C & D 1� LONGITUDINAL TIE -DOWN SPACING TABLE NO Z01E 1 WIND ZONE 19 V FLOOR U. OR waae ux m man W107H M EN T Mai EE DD w Mai 0� EA. 5Et41d1 WL i EA SECA01 MIL9 2S 4' 2 58' 3 43' 62' 3 45' _ .. VERTICAL TIE DOWN FRAME TIE -DOWN SPACING TABLE - NN. MAX - WIND ZK I WIND ZONE 1!I 1IO11HH OVERHANG FAVE SPADHc m Mae AMaE sPADxs Deity AN01aR ANQE 23'-4" 69. 6'-8' 31501 49' Y-4' 3150 45' 24'-O' 6' 6'-8' . 3150 49' 5 - 4' 3150 45' LONGITUDINAL TIE -DOWN SPACING TABLE i MIN. WIND ZONE I W ZONE IA FLOOR wK on AWO UK oft Al4w WIDTH Ell W 0< Aw EA. E10 a mu �U EA. Sf61IDH UK EA. SECD01 MR i 2S-4' 3 48' 4 4T O r� �j 24'-0' 3 5T 4 .45' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE NIL MAX WIND ZONE 1 00 ZONE 19 WMOTHH OVERHANG SPA= „ D AHM AKE SPAM; AM= ARaE LOAD 23'-4" 6' 5-4' 31 47' 4'4 3INI 43' 24'-T 6' 5'-4' 1 31501 47' 1 4'-0' 31501 4T lOr MAX SRDEWALL HEIGHT WWDZONE 0,41 (110 MPH) 20 PSF ROOF 10 PSF D.L. REF. CALCS. NOTES, Ar::� •, • KWF'� DAM APPROVAL: 1. SEF FULL ADOEHOUY FOR ADDIAONAL REOU6sOJD(ii � � •' �li� '4 �� � ✓ � � � G '� u APPROVED BY ON 2. SEE AD-Z-OD66 FOR MA77 N PIER HEOM REWM FOR ]HE LO a i�•• {fit ec• 13,2006 TABULATED ASM ` a R III INC' . • : V F,'1� L� i iEDeULL Wuu:ACT111Eo NorE J" r DOAslnllMENAMSAFEITSTMOMos rrM JACOBSEN HOMES >tiSEb'PWnCANXWA4MAMI=AM B1, R.R. °A� 11-28-06. DRAIAMC Atli 108' NGH SIDEWALL SPAaNG TARB P.O. Box 36e / DRIf7AAL PRDPRRAM AND ORi10E l& MAIVIIALS of NAIIIIFACRINK W- am aATEXA S Aw HIOIIDD 10 1ME SAFETY HARBOR, FLORIDA 34693 PHONE (727) 726-1138 - fAXPW rot ST�T9r` PUWM AND 9= IT PVT DoNlImm B AN sm nft amm DRAWL MA18ER: AD-TD-0085 58 69 . 9900-ai-0tl saw Mu Dos aw IFuo..m I.M. 9fu-9ZL (LLL) 3NOHd 'ti38afM1 O aym is mw aA mow» col Jod. C69K rauO`U Watm A13irS M 01 GUMM 3IN YKKKtR 06 A 09C X00 '0'dMAIL l`Ol aNY Q'Ot S38(1J� Tln WIG '""" �-W)OW ■ vim Am airs a ••meal «c,p. M �ti�`����� ;..... � '� `•. 'Hatt+ mums `. •: I}jTi`•'•.• �ys3i?� +� Xrll ,901 W 'AVK mw AWS M NO Me w S110UrIX 34 1w '9 sawa.vu uX-M OW wou3nusmw . nj d�- z '•. * 11eM 1Y MVM .Sc U4 MB M.V/C 3NOZ ON• MOM WM0 R .ri ar 3yfiW dlGA 3NOZ Z 900z' £i Dga am ON,• .. IIN7113> M3M VNoW0or VU 1mMOM Tril 33S I LoudDii�lj O:. " S1N3113mf103tl il3Ol0 ONV A101N►OD (04 91ifD0IG m0! S11r130 040 33S 'f {) '03!lOD30 SdVHIS NM00-A 711D UWM !0 LUWM WJ SWO-01-OV 33S Z A8 03A0}1ddV r`,arLj1�Jt1`',.� a`�.` S31BIL O"cg OOd S00D-01-01 335 I :NAONddV vwo Pi�Q� 1.0 Ad Ol AN Ad OL . (Ndll Ott) 0 /1 3NDZaM 11m1 xmvMU 9 20 33S t •01 39llold V3VDk LMS IOW XUl UnM .0,0I auflold Ni�ZS�S I�UIOQ-BIZ �eu13�x �D roxt r .! am tD14t1r 13i rao B SM Xldu SMUS NW-311 OHM N01YA313 3QIS 1Y'OW ADDENDUM G' 0 (108 PIDEWALIP) ��� V & 1`� NORMAL TIO-DOWN SPAdma TABLES '�.z v_0°1A ZONE Il & III/EXP. G & D l \1 VO� LONGITUDINAL TIE —DOWN SPACING TABLE FLOOR If 409 ZONE N 00 ZONE IN ft OTx Ek Ek � s 1* a air. OF Ek SECUR AW* 10i 0 1Z`-0` 2 53' 3 40, 13 -4` 3 3T 1 3 1 46' 3 4fi 4 40' VERTICAL TIE —DOWN / FRAME TIE -DOWN PPACINO TABLE VIN• FLOOR *DTH VAX. EAVE OVERHANG D ZONE n 00 ZONE IN SPA* VAX P T Ape ANME, SPA* VAT Hml Ape ARW I2'-0' 6' EACH SIDE 5'-4' 72` 35' TO 40' 54 38' 45' 13'-4' I V EACH WE 1 54 80` 3Y TO 40' 1 54 42' 45 15-4' 6` EACH SIDE I T-4' 80` 40' 1 5-4' Off 45' 40� LONdITUDINAL TIE— DOWN SPACING TABLE MAN, FLOOR 1OTM ZONE N ZONE In OTT. Eii l* ro IT, u �noON + e 12'-0' 3 44' 4 40' 13'-4' 3 52' 4 45' 4 44' VHRTIdAL TIE —DOWN / FRAME TIE —DOWN ¢PACING TABLE V FLOOR *0% YAX SAVE OVANG ft ZONE n ZONE IN SPA* V�ot Ababa Ahol VA* VA M Apr*ERH 12'-O' 6 EACH SIDE 4'-0' 72` 37' 4'-0' 34' 40' TO 45' 13'-4' e EACH SIDE 4'-0' 72` 40' 4 -0' 3r 40' TO 45' 154 1 6' EACH SIDE 4'-0' 80' 40' 4'-0' 1 42' 1 40' TO 4Y • NOTE: WHEN ANCHOR ANGLE FROM VERTICAL CANNOT BE ACHIEVED, ADD APPROVED STABILIZER PLATE. (SEE NOTE 16 FOR HOMES SET IN FLORIDA)�►�°j NOW 1, SEE FM AOD"N FOR ADDITIONAL REOU KWITS 2. I7AKE DON ANDIOR *MXG LOAD OF 11501 ANo DIAt04k BE TO .1 VAX EAVE OVERHANG REFERS TO OVERHANG AT STDE*ALL NOT FRONT OR REAR �B TARES APPLY TO 144' 16D', AND 184' FLOOR > OlHS � H �/�' 4 I- E 5PA019C f08 4AQUj ;kWALL HMT " I 4A1�i OVERHANG (6 Offlff (G IIGu EACH SIDE OF t"ll 9 STABLM PLATES AlE RERIIPED ON SIDE1kALL ANaM AND LOWTUMAI ANCHORS SET FLDRIDA, SEE D�(V RDLE 15C ffFECTIVE VAR 29, 1999. 1u.CALM , forc r,: y • " `s� rr DANA APPROVAL; �,?�� (� ;�`;; �` ``;q p APPROVED BY n is:. `� -. > � '• � Mar 25,2008 ANC. � u FEDERAL MANUFACTURED HOME � �+� rr �- .; y� y CONSTRUCTION ANDSAFEIV5TAH0ARD5 p e. : i i _ .,• 'o��S� ••:; 4 r- p S v? �• ` �� .. t JAGOBOEN HOMED P,O. 80X 358 SAFETY 726 D 138 95 NOndff I'DRARUt umSKCF0�401* �p1�AL P1loPRETARIG � � 1/Ai�ALS�ff AkurACTu�Nz so AIDtkS Me PROM ]a® tw aPrd 4EMtisk 11p g rml *M o.i�.z. GATE: t2-tt-ol BEY LETTER DRA MIc nnE NORM. SPACING TABLES OR G AO- TO-0087 ou ADDENDUM SHEARWALL TIE-DOWN/PIER REQUIREMENTS ar. SA umm , , ETA. w Ltmm ur. s/Tr tam Cc" va It /W IK am — � ..... cu" ow IC Mt A unno s� i 1 T140 PE7t 511EA- -sLLS 1 1 11r0 PP7i 9iEAJ(iTALLS I (ALL srfvATloMs) ( ! (AtL dNATio11S7 I GC- O4Mtfs pmlz D 1 Tr SiE NOTE I sit NOTr 1 sm NOR 1 SM NOTE I 3EE NOTES 2 MV I Q Q gE NM 2 AND 1 Q IAA RtOb ► M Ko 1`0 MEgb PEER MWO TKs LocATKW TTas WATiON 'Ns WAT" "Is IAcwM FIGURE 8, 0 FIGURE 8.1 THE DETAIL ADONE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER/ THIS DETAIL APPLIES TO LAl SHEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL °1F VALUES. orEs: OERALMANUFACTUREO fRaVAL T. T�{,ur.+s fin a Fist AUAst 7[-oaw srRAr !<AT a Lac�tTsn ut �� OVED BY 1?II o a E1 WAS SllGlttl a m ow �M AT E0 ! ;...',lr iIa+h Ai wm w e[ gA wm of Oam w" u�aTkucm rm� �G�a' F :fit ��l EB 1 U ZOOO �c a0-��o0� (ID 71(R/L 110 i WALL A M AT (AM DID Cr TK 2 C MrAL nM rUl T1Q Ano1C OC7A:L1� (s,al a�uo+cn AT cAnl Do oe adsn ucuaxFss cY -ova, sHur kcar�a wl) 910'334INC. A, V Of SI[MWJL IS LGCATW A KK A US KJW M MMIT QUM-MWK) no � � 'r�� J EC-Dmw srws CX FOS ARE 1t1QWJ pu, y 094L cmaju ro M ALL Ufts : -o HOME Mo ALL XWOR a. . STATF_ V AND SAFEIY STANDAROS JACOBSEN HOME S ��>rto����� ��;"��'R.R. PAM�02—o1-00 �.ul� anaM�.. rRa'�Z/uV. A+m •. rATaaxc ar �ooeso� y.InA<,�y� y�p P.P. ISOx Jaa V 4QGt wwaw IBt 1N01i� N OE 1 5/W TlE/PIER REQ. WETT HAREM ELORIOA slee3 scroa Fm sasr n+wma U+ wn .c go PM%W (727) 720-1138 wr owvcxt:$ AV oaf IRON CHM • pRA+1++G IWetx: . AO-TO-100 61 ADDENDUM DOUBLE SHEARWALL CONFIGURATION SINGLE -SECTION TIE -DOWNS / CyDLL40 MAY BE FLAT OR SLOPED END VIEW 350 PLF MAXWM STEARWALL DES!M VALUE (PER WALL) I 1 /4' X .035- Tf--^,OVM STRAP CONTINUCJS ARCJXD JOISTS. NO S: 7-17114 L OROIND A.40iDR5 TO BE RATED FOR AN UUNAIE LOAD OF 4725113150 DESIGN LOAD) (SEE AO-TO-D301'(TD-CFNERAL NOTES) FOR NOTS ON (ROU* ANyOR INSTALLATION.) 2. INSTALL A PER AT EACH END OF THE SNEARNALL JOISTS (PER T. ABC1: DETAILS). 3. WHEN 9•EARvFAIL IS LOCATED ABOVE A SOUR HEADER MU Koff CROSS-uDISH) No TE-DOYN STRAPS, OR PIERS ARE RECiIl M (ALL 9 4EARWALL CCNRC LIRATIM ALL ZONES AND ALL DCP09RES). 4. TIE-DOTN STRAP REOUIRED AT EACH END OF JOISTS, ALL DB_ PW COMMURATIONS. 5. CEILING SHOWN FLAT -OPT, CATHEDRAL OR SLOPED CEUNC 14AY BE USED. i 6, FLU W07H SHEARWALLS ARE SHOMI IN THE DE7AJL •ABOVE, HOWEVER, ANY LENGTH OR CONFIGURATION SHEARWALL MAY BE USED. DE VIEW X .OW TIE -DOWN STRAP JOIJS ARLUND JOISTS. DAPIA APPROVAL JxPPROVED BY I 0 �I1 NOTICE: CRAMN BY: DATE REV. LETTER: F&_91 JACOBSEN HOMES � �ECIICATrc)6 AND DRAWNGS ARE R•R 2-6-96 . MMAL PRJPRCTARY, AQ CORM!NTIAL DRAVANG TITLE: WATER,ALS tA• JACWS�]I WNViACTURIG P.O. BOX 36B W_ Sua, MATEWALS ARE PROVM TO THEDBL. S W CONFIG. j1E-DOWN SAFETY HARBOR, FLORIDA 34695 REOROII 1OR WCOFC RFPM MO VJSI EF DRAWNG NUMBER: PHONE (813) 726-1138 KEPT CONFlffNnt AND %MET TRON OWS. AD—TO-0110 CEILING MAY BE FLAT OR DOUBLE SHEARWALL CONFIGURATION TRIPLE & MULTI SECTIONS SIDE VIEW SIDE VIEW (MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATION) 350 PLF MAIDMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4' X .035' lIE-DOWN STRAP CONTINUOUS AROUND JOISTS. TO 35' ENGINEER 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4' X .OW TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. I. (ROUND ANCHORS TO BE RATED FIR AN ULTIMATE LOAD OF 47Z51 [3150 DESIGN LOAD) (SEE AD-M-0001 [TD-GENERAL NOTES) FOR NOTES ON GROUND ANCHOR fbTALATION.) 2. INSTALL A PER AT EACH ETD OF THE-SHEARWALL JOISTS (PER THE ABOVE DETAXS� J. WHEN SFEARRALL IS LOCATED ABOVE A SOLID HEADER (FULL HEIGHT CROSS -Mum) NO roDOM S R HERS ARE REQUIRED (ALL SHEARWALL CONFIGURATIONS. ALL ZONES _ fr o 4. TIE -DOA:+ STRAP REQUIRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS. John. C. Doeden P.1 5. CEILING SHO'AN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED. ]�133 C. R. Z2 6. FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE. HOWEVER, ANY LENGTH OR WEIG RATION SHEARWALL MAY BE USED. Goshen, IN 46526 7. TIES DETA4 MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS. RN IS A TRIPLE WIDE RAPIER. i APPLICABLE TO STANDARD ILE WIDE TRUSSES. 4D VIEW X .035' TIE -DOWN STRAP JOUS AROUND JOISTS. NOTE: ALSO APPLICABLE 70 'SUP SIDE' MARRIAGE WADS 1LEEN AT LEAST 2 STANDARD VERTICAL TIES ARE INSTALLED. (1 EACH SIDE ADJACENT TO SHEARWALL LOCATION) DAPIA APPROVAL - APPROVED BY lb 1 or>�a�in�cr""a'rn"'Awsum�swr.,.�a JACOBSEN HOMES - NOSE THHESE sPEtlHitJlTIp15 NO DRAWN BY: R.R. DATE; 4-09-96 REV. LETTER: oRAMNfS AGE ORN .. rm%"QETART. Attu CONfY1EMTIAL . MATERIALS OF JJi00�" YANNACT"r, DRAWING, d9t S/W CONFIG. TIE —DOWN A P.O. BOX 368 „ SAFETY HA BOR. FLORIDA? 34695 WC. SUCH MATEfiMS ARE PROmm TO THE ROMT�� RRPOS6 D 10AI� DRAWING NUMBER: NO SECREI FROM AD—TD-0111 63 PORCH ANCHORING DOUBLE HEADED 3,1' NOTES: 1. SEE SET -Up MANUAL AND ADDENDUM FOR APPUCAK BLOCKING X .035" TIE -DOWN STRAP JOUS AROUND STRAP BLOCKS. WINDZONE III EXPOSURE C (110 MPH) 20 PSF ROOF 10 PSF D.L. ,CALCS. c WA - 1409 1491 RCrfAl; .. .. -. 7 APIA APPROVAL DPPROVED 1. BY fUlt 41 V*,.%;' PLOIZ'm P NNSTRUIINC. 'L L MANUFACTURED HOME Rwim AmDSAFETY STANDARDS NOTICL. DRAW BY. DATE12-13-03 rl= JACOBSEN HOMES TdM SFEC*rAVM NO CRAVAHM AK M.T. oRQj4#,L PKPWTM. A4D CMUNM DRAWING MU; MANNALS OF OZOM MM1JFAC7UWC PORCH ANCHORING P.O. BOX 368 W_ SUCH KATMALS AWE 10 IM SAFETY HARBOR. FLORIDA 34695 WMW 0 WOK RWM W MT K DRAWING NUMBER: PHONE (727) 726-1138 Kaq CMDOM AM C_FlYcT n= OMM AD-1D-0112 64 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION FLOOR DIAGONAL FRAME 71E ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD REQUIRED ON THE TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. APPROVED VERTICAL TIE-D (FACTORY INSTALLED) CRIMP SEAL (3150/ WORKING LOAD) d s i 3 Vf F�- W VERTICAL TIE -DOWN TYPE 1, FINISH B, cc GRADE 1 STEEL STRAPPING 1 1/4' WIDE k 0.035- IN THICKNESS, CERTIFIED BY w A REGISTERED PROFESSIONAL ts ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91. STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. NOTES: 1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME TIE -DOWN STRAPS AND ANCHORING EOUIPMENT SUPPI BY AND INSTALLED BY OTHERS- ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). JACOBSEN HOMES \I P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 OWN ANCHOR BRACKET R. RADIUS CUP MUST BE INSTALLED ON ALL TIE -DOWN ANCHOR BRACKETS. (INSTALLER TO FABRICATE RADIUS CUP BY PLACING A STRAIGHT 3' LENGTH OF 1.1/4' X 0.035' TIE -DOWN STRAP MATERIAL IN ANCHOR SLOT AND BENDING TO FORM THE CONFIGURATION .SHOWN.) RADIUS CUP MUST BE INSTALLED TO PROTECT THE TIE -DOWN STRAP FROM THE BRACKET EDGES. INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT IN THE BRACKET 'ON TOP r THE RADIUS CUP. NWtunulllri� C. Dq ENE870357 br -vIir% r . :` F 4a ?' ' ANCHOR GRAM AND TIE-DOvM DEVICES ARE CERTIFIED By OTHERS N077CE: rut►wI RY THESE SPEC81U IM AND DRAMNM ARE ORONN. PROPIEETARY. AND OCNIVEHTYL YATERIAM OF ACOBSON YAHXALTli" NC St" VAIUAA S ARE PRDVM TO THE RECPCO MR SPECM FJFM AID IUSI K W7 OMMUI NO SECRn IROI OTIERS PROVED BY M 1 5 II V� n;xRklw�snlrmlole coal1llcla AID iMEl►QMO� C.L.Y. 5-31-95 ALT. TIE -DOWN APPL. AD-TO-0200 a 65 ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) lJ S X F FACTORY INSTALLED STRAP IS NOT LONG ENOUGH• - IT MAY BE LENGTHENm BY USING A CRW SEAL W17H A WORKING LOAD OF 3150 POUNDS ro� J w IF NEEDED. USE VERTICAL o ♦� TIE —DOWN TYPE 1, FINISH B. w q„41, GRADE 1 STEEL STRAPPING iE ry 1 1/4" WIDE h 0.035- /J IN THICKNESS. CERTIFIED BY W A REGISTERED PROFESSIONAL H ENGINEER OR ARCHITECT AS DIACONAL FRAME TIE CONFORMING WITH ASTIR STANDARD O SPECIFICATION D3953-91, 0 STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL, AND SEALS. I I I I-1 I I-� I I I ANCHORING EQUIPMENT -I I I I I I -I I I-1 I CAPABLE OF RESISTINGTHE WORKING LOAD REQUIRED ON THE TIE —DOWN SPACING _ TABLES (SEE OTHER I III -I I (- DETAILS FOR TABLES) _ SEE OTHER EYRIES -I 1 1-III-I I-11 FOR ANCHOR ANGLE. �. ST11 NOTES: EN* P �. DAPIA APPROVAL: ��� : •�GEq��•.! •'. I ANY ADDITIONAL VERTICAL TIE —DOWN STRAPS, DIAGONAL ' Q' No. FRAME TIE —DOWN STRAPS AND ANCHORING EQUIPMENT ; 910334 SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE. * —0— _ APPROVED BY 2 ANCHORING SHALL HAVEEAUIPMENT RESISTANCEOSED TO TO WEAATHER ETER OR— 'a ' STATE �:ATHERING� : OF REVISED 00or ATION. �0�, •• //V NP.•' �`�' 10/23/96 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERSWHERE THE '�i FsS' ,•••,•• �\ PlINC. OF ETERNAL STRAPIS OR CABNG MESE SEEERAOUS CLS THE EF . ,�� /,PVAV' (�ENAL1MMfACilfIEDh ( ) /1Tw mwsn.,em,.,wx�scrrSE44)A na JACOBSEN HOMES NOTICE• DRAWN�Y: OAT[' REV. LETTER THESE sPEonunoNs AND oaArAM ARE R.R. 30-05-96 A ORIGNAL. PROMETARY, AND COUnDENTUL DRAWING 11TLE: P.O. BOX 368 UATMALS Oi JACODSEN uN+Urw"G ALT. TIE -DOWN APPL. W` SUCH uATERI S ARE PROVIDED TO INE SAFETY PHARBOR. FLORIDA 4695 9T P OUws DRAwV1G NUuBER HONE(813)726/138VT MONn WMLq MO SEW AD—TD-0210 66 ADDENDUM COLUMN TIE -DOWN APPLICATION COLUMN 'A' COLUUN 'B' SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR b' 'C' COLUMN b' (COLUMN ISEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C' OR b' _1 SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAIL SPAN FOR COL 'G' COLUMN 'E' COLUMN 'f COLUWf 'G' SEE TABLE FOR MAXIMUM SPAN•FOR COLUMN 'r MAXIMUM ALLOWABLE SPAN TYPE OF ANCNORPLG REOD (SEE AD-70-0251, COLUMNS W. 'C, '0' OR 'E' COLUMNS b' OR 'G' CDLULOT 'F' AD-ID-0252 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 AD-TD-0253) SEE NOTE 1 ETp. 'C EXP. b' EXP. 'C' EXP. b' EXP. 'C' EXP. b' Exp. 'C EIF. b' OF. 'C OP. b' EXP. 'C' EXP: 'D' 2 - 31501 ANCHORS 43'-0' 29'-6' 33'-9' 23'-7' 4S-O' 29'-6' 33'-9' 2S-7' 43'-V 29'-6- 3,T-9' 23'-7' 1 - 31501 ANCHOR 21'-6' 14'-9' 16'-10' 11'-10' 21'-6' 14'-9' 16'-10' 11'-10' 21'-6' 14'-9" 16'-IV 11'-10, I - 4000j A11CHOR 27*-3' 18'-9' 21'-5' IV-0' 21-3- IW-9' 1 21'-5' 15-0' 2T-3' 18'-V 2I'-5' IS'-0' NOTES' ENCIN IIt APPROVAL: DARA APPROVAL• APPROVED BYA 1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253 FOR SPECIFIC INFO. ON ANCHORS. jm 1 5 2. SEE AD-TO-0001 FOR ADDITIONAL NOTES ON ANCHOR 'N A INSTALLATION. Joha C: Doeden,.E; 15133 C. R. 22 �+...R► INC Goshen, IN 46526 JACOBSEN HOMES „ P.O. BOX 368 SAFETY HARBOR FLORIDA 34695 PHONE (813) 726-1138 NOTICE: msE sPEGRICATIM AID DRAW= ARE CRIGNAL. PROPKTMY, AND OorYY1ENTIAL MATMALS OF AACOBKN MANUFACTURING . NG 9UGI MAMU ARE Mao TO III[ R[O W FGt 9'EWIC PJPQ0 MD IMI IE PUT Oy/4>01M AID'ZOO TRW 010M DRAWN BY' DATE:, REV. LETTER: ORAWNG TIRE: Ca- TIE -DOWN APPL.. DRAWING NUMBER: AO-TD-0250 67 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 f MIN. O ANGLE SHOWN. ='TTT=1 T 1=1TI 3Y ANGLE I I -III -I I ANCHORS INSTALLED 24' APART COLUMN STRAPS SEPERATE GROUND NOTES: 1. ALL ANCHORING EOUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE. 2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REOUIRES THE USE OF EXTERNAL STRAPS OR CABLES. MARRIAGE LINE OF MULTI -WIDE FLOOR ATTACHED ANCHORS ll„uu.. VERTICAL TIE —DOWN TYPE 1. FINISH B. GRADE i STEEL STRAPPING 1 1/4- WIDE & 0.035' IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91.' STANDARD SPECIFICATION .FOR STRAPPING. FLAT STEEL. AND SEALS. 35' ANGLE TO TWO (3150# EA.) Q� No. 90 ENr870357J •� lrTJUN 1 5 �,NC fw �cin� m=* IN �l Moll JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA W95 PHONE (813) 726-1138 1�SE SK� AM MAW = AM OMONAL. PROPftl[TART. AM COOMM WS BgM UTACWNG PRW= TO 1 A WCH MAUN OF JACO YATERW- MATERIALS AK 1E XCPVG rCN 9WX PJW= AID Meal r ITT cmwtk NO Im 11mm OTdx w" eY. ' C.L.Y. °A� 5-31-95 REV. LETTER: n ,H` DRAWING 11RE: COL. TIE —DOWN APPL. DRAwNG NUMBER AD—TD-0251 69 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 1 WN. COLUMN STRAPS SINGLE GROUND NOTES: 1. ALL ANCHORING EQUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REOUIRES THE USE OF EXTERNAL STRAPS OR CABLES. Ee MARRIAGE LINE OF MULTI—W..DE VERTICAL TIE —DOWN TYPE 1. 'FINISH B. GRADE i STEEL STRAPPING 1 1/4- WADE k 0.035- IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. ATTACHED TO A ANCHOR (3150#) ��111u rrrrr DAPIA TE Q� No. PP FNE87 �.f E BY A, INC JACOBSEN HOMES ri°5 W DATE: REV. LETTER T1ESE SPE011GTIONS AN0 DRAMNCS ARE C.L.Y. 5-25-95 41MAL. PROPRETARY. AND OOIUWTUL DRAWING TIRE: P.O.80X 368 MATE7NG aA1S OF �ACOBSEN MAN.IFACM UG COL TIE -DOWN APPL. SUCH MAWtiALS ARE PRW= TO TIE SAFETY HARBOR, FLORIDA 34695 REMM rOR SPECFIC RWW kO UW BE DRAWING NUMBER PHONE (813) 726-1138 Tart m wL4L uo sEav mom onaa I AD—TD-0252 . 69 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 4000 / MIN. COLUMN STRAPS SINGLE GROUND NOTES: 1. ALL ANCHORING EQUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES. IJARRIACE LINE OF MULTI -WIDE FLOOR VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE & 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION 03953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. ATTACHED TO A ANCHOR (4000#) 11111IIIII ENONEER _ ,Cj. nr1� ��i._ DAPIA APPROVAL ON:Eq�; vcc Q� N 0. p' N1:87 F o41� ROVED BYE, 1VIM[ INC reouww«�.en,�Na Oia1MOCHAWSWIT110 MR N0710E '•,I IL>FYIN vr._ DATE: REV. LETTER: JACOBSEN HOMES TN m SPECFICATOG AND DRAW= ARE C.L.Y. 5-25-95 oRlmlx. PROP1aETARr ANo CONEl0ENT1AL DRAWWc 11iLE P.O. BOX 368 1AM DF "' I UX ACTURUIc COL. TIE —DOWN APPL. 726-11 Nc SUCH MAVIINS ARE PRONGED TO THE SAFETY HARBOR. FLORIDA34695 RECPW FOR SWIC ROW= RD MM K DRAWING NWBER: PHONE (813) 26-1138 KM f WWTK NO XMI nKM ODOM AD—TO-0253 70 ADDENDUM 184 WIDE COLUMN TIE -DOWN APPLICATION COLUMN 'A' COLUMN "-- - - - - - ISEE TABLE FOR MAWA1 SPAN FOR COLUMNS 'A' OR'8' I r -- COLUMN 'C' COLUMN'0' APPROVED BY ISE TABLE FOR M10MUM SPAN FOR COLUMNS OR b'J SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPAN FOR COL ' INC FED LMANUFACTUREOElDA1c RLJC71M AND SAFETY STWIDAROS MAR 0 3 1999 COLUMN 'E' COLUMN 'F" COLUMN - - ISEE TABLE FOR MA7Q m SPAN FOR COLUMN MAMMVM ALLOWABLE SPAN TYPE OF ANCHORING REO'D (SEE AD -ID -MI. COLUMNS 'A'. V. V OR 'E' COLLI NS 'B' OR 'G CaUM IF AD-10-OZ2 AND AD-1D-0253) ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 SEE NOTE 1 Ems. 'C' EXP. V EXP. 'C' EXP. V EXP. 'C' EXP. V Ems. C' EV. V EXP- 'C' EXP. V W. 'C' EXP. V 2 - 31501 ANCHORS 37'-4' 25'-6' 29'-4' 20'-4' 37'-4' 25'-6' 29'-4' 20'-4' 37'-4' 25'-6' 29'-4' 20'-4' 1 - 31501 ANCHOR 18'-6' 12'-10' 14-7' 10'-3' 18'-6' 12'-10' 14'-7' 10'-3' 18'-6' 12'-10' 14'-7' IO'-3' 1 - 4OD0/ ANCNOR 2S-8' 16'-4' 18'-7' is -or 2S-8' 16'-4' 18'-7' 13'-0' 2S-8' 16--4' 18'-7' 13'-0' .REF. CALCS. C %✓� 93, of NOTE ENa ... • 4C 'i., ` ��''• G\ST�RFo .l! ,' DAM APPROYAM p 0 y of +� 1.. SEE AD-TD-0251. AD-TD-0252 AND AD-TD-0253 No. '•• APPROVED BY FOR SPECIFIC INFO. ON ANCHORS. 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR 910334 INSTALLATION. OF STATE ? INC P• JACOBSEN HOMES NOTICEIAAY IKsE sKanc 7M AND DRAMMS AIiE M.T. DATE: 2-9-99 REV. oRAwwc TITLE: 1W WIDE COL. TIE —DOWN APPL. ■ ORMAL PRWK7ARY. AND a71f10E R& MAIERIALS OF JACWXH MAWACRWJK P.O. BOX 368 WC SUCH MATMALS ARE PROMM 10 THE N M AD—TD-0254 $ PHOAR( 27) FLORIDA6-138 695 �1 OOHH�OOI�m mo Rw n= OORM 71 ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C 24' URGE OPENING 24' SEE NOTE 1 JINIUMU TU IAft IIL-UUTI11 3IW3 UK AliJM BRACI(ETS (SEE nE-DDWN SPACING TAM -NORMAL AND/OR ALTERNATE- FOR MAXI SPACING ALLOWED). ALSO SEE NOTE 3 STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS TO BE INSTALLED A MAXIUUM OF 2'-0' (24' FROM EACH END OF THE UNIT. NOTES: 1. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWS 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAI. TIE -DOWN SPACIIM SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME TIE -DOWN SPACING TABLES (SEE OTHER DETAILS). 3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS. 4. SEE AD-TD-DD01 FOR ADDITIONAL REOUREMENTS. ,1111unnuwww C. Dp ENE8703571 MOOR BRACKET AND TIE -DOWN DEMCES ARE CERTIFED BY 01HERS ROVED BY .>t)nl 1.5 19855 INC JACOBSEN HOMES „ P.O. BOX N077CE nag S'EOF1GfK1H5 Awro oRArllrws ARE ORIONAL PROP%VMY, AM OaOMML MATDbALS OF JACOM WROAC71 MC DRAWN BY: DATE C.L.Y. 5-31-95 REv. LETTER: DRAWWC MUn TYP. SINGLE WIDE T/D SAFETY HARBOR, FLORIDARI34695 RIG slat MAIUtlU ARE PRD40 70 THE RECPDR FOR MTc PJMM NO MM K r/�` DRA1MG HUMSM PHONE (813) 726-1138 I®T CWMTUL AM s o maw MIX AD—TD-0300 72 ADDENDUM TYPICAL MULTI- WIDE TIE -DOWN. PLACEMENT SEE NOTE 2 A B C 24' LARGE OPENING 14' COLUMN SUPPORT TIE -DOWN STRAPS. REQUIRED AT COLUMN LOCATIONS ON EACH SIDE OF OPENINGS GREATER THAN 48' IN WIDTH. MULTI -WIDE FLOOR SHOWN S[PERATED FOR CLARITY V V U U V V v V L 4' 24' STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED). ALSO SEE NOTE 3. STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0' (24') FROM EACH END OF THE UNIT. FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL `,���a1111111 rrrhr,� ALL TE-DOWN STRAPS AS SHOWN IN THIS DETAIL`%.,�^�N C -�0�� NOTES: ao'rF :.2 uAnA ArrNUVAU 0. O 1. LARGE OPENING = ANY oPENGNG WIDER THAN MAX TIE -DOWN SPACING ALLOWED. NE8703571 = pVED BY 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DON SPACI SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME TA OF ;' J � ���'• 6 q 1 5 1995 /N If -DOWN SPACING TABLES (SEE OTHER DETAILS). '�'' »l'.��'� 3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS. I{�'� �'',���j''' ..A• '�V\o`�� �rN,rAcnrm«ac L VV E 4. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS. AL �.�� �e„�,a�►o,,,E„s , AN01bN00"It-DOWN DEVICES ARE CERTIFIED BY OTHERS J AC O B S E N HOMES Vonce TNEsE sKOnG1 um DRAWINGS ARE DRAWN BY: oATE C.L.Y. DATE- REV. LETTER DRAWING TITLE' PIP. MULTI —WIDE T/D P.O. BOX 368 (RONAL PROPWARY. AND OONInE IK MATMALS OF JAcoeSEN MAVACilMC „ SAFETY HARBOR, FLORIDA 34695 WG So YAMnALS ARE PRONM TO 111E REOPW rOR SPEOIX PlNOU AND WIT K DRAWING NUMBER PHONE (813) 726-1138 PUT CWMnk NO SEW M OTNOIS AD-TD-0310 714 ZONE I TIE -DOWNS MARRIAGE WALL I OPENING TIE -DOWN (REQUIRED AT OPENINGS ONLY. OPTIONAL AT SEE DETAIL - 'A' —� OTHER LOCATIONS.) ONLY. TIE-DOWN SEE DETAIL - V SINGLE WIDE TIE -DOWN DOUBLE WIDE TIE -DOWN NOTE` C SECTION MARRIAGE WALL NOTE: SIMILAR To I OPENING TIE -DOWN 1 A & B SECTIONS SINGLE WIDE SIMILAR TO DOUBLE (REQUIRED AT OPENINGS WADE TIE -DOWN FRAME TIE -DOWN ONLY. OPTIONAL AT OTHER LOCATIONS.) r. FAT. PULL DOWN TIGHT TO ---/ GROUND ANCHOR DETAIL 'A' TRIPLE WIDE TIE —DOWN SEE DETAIL - 'A' SEE DETAIL - V TIE -DOWN STRAP SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND' BUCKLE VATH 2025E ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED) FY MINIMUM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING IMPOSED BY THE TIE -DOWN STRAPPING (3FSo LBS. MAAMUM FOR EACH TIE -DOWN STRAP CONNECTED). DETAIL 'B' TYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM 2INK COATED STEEL STRAP, OR EOUAL WITH SISo* CAPACITY MINIMUM) 47ZS 41 ULTIMRTwr LOA.O a4rAUTy 1 1I11f/r1 NOTES: D1aFp 'DANA APPROVAL'1. SEE DETAIL VPAGE 4 ROR MARRIAGE WALLO� °''(lFl(j '• F �'� OPENINGS GREATER THAN 49 INCHES. VP To I"7T 6"'J12iBVTq�y �, �. C�°� grC`':L ♦: APPROVED BY 2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR s PAS... No. C.3S4si pEC 2 ANCHOR AND TIE -DOWN PLACEMENT. � t 3. SEE DETAIL 'A' PAGE FOR TYPICAL [-BEAN PIER CONSTRUCTION STATE OF (�G,'••;��pRWOQ:� JACOBSEN HOMES ■ a r► P.O. BOX 368 HARBOR, FLORIDA 34695 a PHONE (813) 726-1138 THESE SPEa1CA1WON�5 uro DR VM ARE OfIONAL. PROPMETARY. AND CONfMTUL DATMAIS OF dh6ka 1 U&MRACIUINC w 51101 YAlEPoN 5 ARE FRONDED TO THESAFETY REOPINT FOR SKM FiMOSM AID WST K 1VT COWWT1AL NO SECIV FROM OTHERS oNArm BY. RR DATE- 10-31-95REV. LETTER:_ DRAYAN0 TITLE: ZONE ITIE—DOWNS DRAWWG NUMBER AD-Z1-0001 74 Ir ZONE I TIE -DOWN PLACEMENT TYPICAL I -BEAM TIE -DOWN MAIN FRAME I -BEAM �STE NOTE /1-/""+ MAIN FRAME I -BEAM IEND CENTER SPACING CENTER I SPACING —I CENTER SPACING - CENTER 1 - SPACING CENTERSA2N I SPACING I5T'AdNGI DOUBLE WIDE TIE —DOWN PLACEMENT END CENTER CENTER CENTER CENTER CENTER END rnuntl arnuNt. WAUNU VALMU TYPICAL I -BEAM TIE-DOYN MAIN FRAME I -BEAM SEE NOTE 1� `S_ NOTE ;_ MAIN FRAME I -BEAM MAIN FRAME I —BEAM END CENTER CENTER 1��END SPAMG SPACING SPACNG .G TRIPLE WIDE TIE —DOWN PLACEMENT 01 FAA 0 ce NOTES: ENGINEER ♦to.04 rb DQ��%♦ DAPIA APPROVAL' T' SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF �♦♦♦��: ��tIFIO.gj::C�i♦10,, APPROVED 8Y MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. 6 No.0045484 .,ON 14 _�. w 'STATE OF JACOBSEN HOMES THESE SPECDICAHO°N�S � DRAWNGS AMA " . RR DATE- 10-31-95 REV' LETTER ORIGINAL. PROPRIETARY, AND CON1 MTIAL DRAYANG nU- P.O. BOX 368 UA1E 1U OF JACOBSEN MANUFACTURING TIE —DOWN PLACEMENT CHL SUCH WAVXALS ARE PRONDED 70 THE SAFETY HARBOR. FLORIDA 34695 RCCPW FOR 9TWC INJU SrS AND UM BE DRAWING NUUBER m R PHONE (813) 726-1138 IVT 0pMT7DIRAL No SEOV n= ordm AD— Z1-0020 76 ZONE I INSTALLATIONS 1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS. 2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM. BY a ce" FEB 0 1 M INC. JACOBSEN HOME.. xoT1AL^ ���� ...• . � nrc>£ >Pcanu„D„s Al10 p1AM1.CSMC M.T. 2-1-00 CROW). MMWTAXY. Ara ca*WIIAt DRAWC 717LE: ,. P.O. BOX MIS M"XItial °F PP A MUM MAMNA`WWC ZONE 1 INST. mm sm M►TMAU me OW i0 lift SAFETY HARBOR. FLORIDA 34695 KCMIT rVI VUM PJWM AM WO IN DRAWWG NUMBER: PHONE (727) 726-1138 Iftrl cowcom so IWO moY anus - AO-- Z) —0100 77 ADDENDUM FOR INTERSECTING UNITS MAIN UNIT /DORMER TRIPLE WIDE OR QUAD WIDE SECTION(S) MAXIMUM PIER HEIGHT FOR VARIOUS ZONES (REFER ALSO TO SIDEWALL TIE -DOWNS MAXIMUM HEIGHT} 7M 7 70W EXPOSURE 'C' 90' 56' EXPOSURE 'D' 39' 46' LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3 EXP. V THEN 2 REQUIRED EA HALF (IE. ONE EA. BEAM, ETC..) VERTICAL AND DIAGONAL TIES INSTALLED ALONG THE SIDEWALLS SAME AS THE MAIN UNIT. VERTICAL TIES AT CENTER LINE REQUIRED ONLY AT COLUMN SUPPORTS PER DOUBLE NOE CONNECTION REOUIREMENTS. 24' MAXLUUM SPAONG TO FIRST SIDWALL TIE FROM EACH END OF THE UNIT (SANE AS TYP. DOUBLE WIDE TIE -DOWN REOUIREMENTS). 2 LONGITUDINAL TIES REQUIRED AT EACH HALF THIS END ONLY. CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL (EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA.) ...N111I11111i,. NOTES: 1. FOR QUAD SECRONS. EACH MBLE SECTION' OF THE UNIT SHALL BE DESIGNED INDEPENDENT OF THE OTHER STRUCTURE (IL SHEARWALIS, TIE -DOWNS, RIDGE - BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EAO1 MULTI -SECTION.) JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (B13) 726-1138 Ns E No. Re*-- '? iENEA703571.; %s'/ONAI E �A�llI fill lillit NOTICE: na►wu aY. THESE SPECInCAT10NS AND DRANINCS ARE MONAL, PROPRIETARY, AND COWMT1AL MATRIALS OF JACOM llk"ACTLR7ING WG SUCH MATERIALS ARE PROVM TO THE RECPFNT FOR SPECFIC Pl KMS A10 1I5T OE WT COI MTLAL NO SECRET FRCH OTHERS DAPIA APPROVAL' kPPROVED BYE. N 00� T.1lJN 1 14 505 11�AA�AMM � LNG 0161"Tat"wmilywKi a C.L.Y. I 5-16-95 RILE. ADDENDUM -INT. UNITS MOMS QUADADD1 LETTER: 78 ALT. ROOF ASSEMBLY FOR MULTI-WIDES CENTERLINE CONNECTION FOR QUAD UMTS IS THE SAME AS FOR THE MAIN UNIT (REFER TO SET-UP DETAILS). NOTES: 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF N ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES STEEL STRIP MAY BE CONTINUOUS OR PIECED. 2. 904CLES N THE DORMER AREA OF THE MAIN UNIT MAY BE SLAPPED LOOSE AND INSTALLED ON SITE AFTER THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY TRANSIT DAMAGE AND TO ENSURE THE SHINGLES UNE-UP FROM ONE SECTION TO THE NEXT. 30 GA. GALV. STEEL STRIP INSTALLED OVER MATING LINE JOINT (SEE PLAN NEW BELOW) ROOF PER1METER RAL OR ROM BEAU CROSS-SECTION 30 GA. GALV. STEEL. STRIP 8• X LENGTH OF ROOF SSECTIONS MAY BE OVERLAPPED 2 UK) W/STAPlES AS SHOWN. INSTALL ROOF CAP PER SET- UP MAN. OVER GALV. STRIP. (SEE NOTE 1) 30 CA. CALV. STEEL STRIP SECURED WWTH 7/16- X 16 GA. STAPLES FULL PENETRATION INTO DECKING 2 " O.C. MAX SPACING (TYP.) Or • .......... E9 . q No. ENE8703571 Fs•.!!fo19AN .•��� '��,.'.f'/Dion i •• EN,,�, 3/8• X S' LAG SCREWS 18' O.C. (ZONES 2 i 3) STAGGERED e� --1, aY INC NOTICE "#III IBR ww. DATE REV. lETTfR JACOBSEN HOMES Tm sP1;LV1GIDONS In 11RATANGS ARE C.L.Y. 5-16-95 OtmpA, PROPR[TARY. AND ODNIIOEIITIAL DRAWING TITLE: „ P.O. BOX 368 MATMA S OF JMMSEN UN UFACMUC ALT. ROOF ASSEMBLY NG SUCH VA1T MS ARE PROW= TO TIC SAFETY HARBOR FLORIDA 34695 WCOPM FOR 1PM PLMW AID 11 1 K DRAWING NUUBER: QUADADD2 PHONE (813) 726-1138 W7 OWMPAL ALA zoo IO) Rormm 79 E1777 LIm JACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8